BLD20110469 (2)i— Itl I
08
13L,C)2_0 I i OL�6
E
K3
Hansen Surveying
17701 108th Ave. SE PME3 208
Renton, WA 98055
(425)235-8440 Fax (425) 235-0266
March 7, 2012
Venture General Contuting
Attn: Mr. Bruce Moe
2801 Alaska Way
0
Suite I 10
Seattle, WA 98121
RE: Edmonds Way Apartments, 23014 Edmonds Way, Edmonds, WA 98026
Dear Mr. Moe:
On December 5, 2011 our field crew took field survey measurements to ascertain the as -built elevation of
the top of the structure of the North Building at the Edmonds Way Apartments project. The top of the
structure elevation was measured to be 390.0 feet. The maximum allowed building height per City Code
for the North Building is 390.05'.
On February 14, 2012 our field crew took field survey measurements to ascertain the as -built elevation of
the top of the structure for the South Building at the Edmonds Way Apartments project. 71C results of
those field measurements are as follows: As -built top of parapet elevation: 411.55 feet. Maximum top of
parapet elevation allowed per plan: 411.64 feet.
The as -built elevations were derived using the two bench marks — TBM# I & T`BM#2 - listed on the Cover
Sheet - C101 of the "City of Edmonds, Edmonds Way Apartments, 23014 Edmonds Way", civil
—construction plans dated July 14, 2011 — NAVD 8 8 Datum.
On February 14, 2012 our field crew took field survey measurements to ascertain the as -built locations of
the foundations for the North Building and South Building. The foundations and finished floors for both
buildings were found to be within an inch of their respective design locations for horizontal placement
relative to the property lines and finished floor elevation as shown on the approved coristruction plans.
Both the North -Building and South Building are constructed within theproperty boundaries.
Please call or email with any questions.
Sincerely,
Rodney G. Hansen, P.L.S.
0
Field/Material RepOrt Report#: 77085
Client Name:
Venture General Contracting LLC
Project Number:
11-248
Contact:
Matt Parent
Permit #
BLD 20110567
Client Address:
280tkaskan Way Suite 31.0
Project Name:
Edmonds Way Apartments
Seattle,, WA 98121
Address:
23014/2302.0 Edmonds Way
Date:
3/30/2012
Supplier
CNW
Material Data:
'Concrete
Plant Number:
125
Mix Number
.011 60A
Truck Number
0150
Ticket Number:
13020'4.
Number of Samples:
4
Yards placed:
Design Strength:
4000
Air Temperature:
49 F
Concrete Temperature:
53, F
ASTM C 1064
Air Conteft,
%
ASTM C 231
Slump.-
43/4
ASTM C 143
Time Sampled:
1 0:00:00 AM
Added Water:
0
ByWhom:
Air Entrainment (oz/yard):
5
Admixtures (oz/yard)):
MBNC
24
Inspection'Performed:, Reinforced Concrete
Location: Sidewalks and entrance at the south most end of the site.
Grid Lines:
Remarks' Concrete -was placed by chute samples were taken at the point of placement. Welded wire mesh was in place as
reinforcement at the parking entrance.
W Conformi ng to approved plans Inspector: Horton, Tlrn .2nd Inspector:
3rd Inspector:
Samples tested In Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture T I ype
123092
4/6/2012
7-
4X8
12.6
1/1
42876
3390
C 1231
Shear
12309'3
4/27)2012
28
4�8
12.6
1/1
59770
4730
C 1231
Cone Shear
123094
4/27/2012-
28
4 X -8
12.6
1/1
58120
4600
C 1231
Cone Split
12309.5
4/27/2012
28
4-X 8
12.6
1/1
58940
4670
C 1231
Cone Shear,
Distribution: client Fv� contractor F. Owner Date Mailed:
Municipality Engineer F Architect Tested By: J. koover
F] Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting -and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inci Reproduction except in full, 'without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Client: Venture General Contracting LLC
2861 Aaskan Way Suite 310
Seattle,'WA 98121
Field Report Report #: 53508
Project Number: 11-248
Permit M. BLD 20110469
Project Narne.: Edmonds Way Apartments
Contact: Matt Parent
Address- 230.14/23020 Edmonds -Way
Inspection Performed: Lateral Framing
Date: 2/14/2012 Time: Temperature:
For southeast building in.spected:
First -wood frame floor interior shearwalls, �exterior shearwalls were inspected previously). The
following items were inspected: Stud schedule, bottom, plate size,, sheathing size and attachment.
Galvanized nails were used at the treated. wood, clip installation at the top of walls.
All the inspected was in conformance with' the drawing at S2.213, S.1.2. Except at Units 202, 204,
206-208, 210-213. Plumbing penetration shearwall studs and plates are injured. They should be.
fixed and re-i nspected. Anchor bolts were not inspected and are the subject for further inspection.
First floor holdown system inspected. Holdown location hard wear type and size, collector stud
installation.
The Work was in progress and inspection should be made after completion.
Distribution: FV Distribute Client, Distribute Contractor
F,/ Distribute Engineer� Distribu I te Owner Inspector: Sh I prits, Yevgeniy
2] Distribute MunicipalityE] Distribute Other Reviewed by: Mike Blackwell
Distribute Architect F1 Distribute Other
All reports are considered confidential and, are the property of the client and A.A. R. Testing Labor . atory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
Client: Venture General Contracting LLC
2801 Alaskan Way Suite 310
Seattle, WA 98121
Field Report Report #: 54b88
Project Number:. 11-248
Permit #: BLD 20i 10469
Project Name: Edmonds Way Apartments
Contact: Matt Parent Addrest' 2301023020 Edmonds Way
Inspection PerformiDd: Lateral Framing
Pate: 2/15/2012
Til m e:
Temperature:
southeast building continued interior she.arwall for the 2nd and 3rd wood frame floors and
lown inspection, ( please see report.#53508 on February 14, 012) for the, whole building.
The following items were inspected for interior shearwalls stud; schedule, sheathing and sheathing
attachment, bottom plate nailing. and top connection b y the clips
For exterior walls bottom plate nailing and top connection by clips.
r holdowns location, hard wear size, type, steady"installation, compression and trim stud size,
d na iling.
11 the inspected items were in conformance with approved drawing and RFI 43, except at the
laces of intersection with plumbing shearwall studs, and plates were injured and need to be fixed
nd re -inspected (stated in engineer's e-mail on February 15, 2012), as well as anchor bolts
istallation and.bottom plate screwing for south west 3 at the second floor.
Distribution: W Distribute Client W Distribute Contractor Inspector: Shprit . s, Yevgeniy
Distribute Engineer F-1 Distribute Owner
Distribute Municipality F� Distribute Other Reviewed by: Mike E�Iackwell
Distribute Architect n bistribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing Is strictly forbidden
0
� 0
Field Report Report #: 54461
NX., Pgrlk,1180— —Ga—miir-4,
kkk.w�stl gli-a4or4tor fte 01
y, Un . 7-11N�iffi. v�. si�
Pho6e,425.084.5812 Fax
Client: Venture General Contracting LLC
2801 Alaskan Way Suite 310
Seattle, WA 98121
Contact: Matt Parent
Inspection Performed: See below
Date: 4/12/2012 Time:
Project Number: 11-248
Permit #: BLD20120104
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Temperature:
Inspected carport post and post footing erection. The following items were inspected:
Post size, concrete pier sizes and location. All inspected items were in conformance with
approved plans (slope of roof per S2).
Concrete (for piers) design strength based on 2,500 psi. The contractor used CNW 4sack, mix
#01 50A and air entrained. Concrete was tailgated and manually consolidated. Water added was
less than allowable shown on batch plant ticket. (8) cubic yards was used (delivery ticket
#130519, truck #125).
Distribution: R] Distribute Client R] Distribute Contractor Inspector: Shprits, Yevgeniy
93 Distribute Engineer F] Distribute Owner
Distribute Municipality Distribute Other. Reviewed by: Mike Blackwell
Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
EDMONDS WAY APARTMENTS
PERMIT# RZ 0 2,42,/) C> 0
ACTIVITY b u
u
INSPECTED AREA
M_J
i
=I IN
NO -7-W---
w lif
E IM
W - W1
V'A 0% w IS
0 PAYS AV M
IN, -- All
1111,11I
Wffffl- MMAWAFAMR�AFMWZ
00:07-91w. W
�%
vt we -CA, ') IrA°etk-7,
0
0.
EDMONDS WAY APARTMENTS aVIAl
PERMIT
ACTIVITY
INSPECTED AREA
WON,
01�111
Kim. mimr,"W'Ou
W. N MR
MW
WATA PU
Fff- m-
ram-
F wmw J51
rwl p 1
0
WgW-,,-�M Mm
main
rg m
-- W-1
FNWVWMAJ�. Mr_�K.*&
Wm
I
-A
0
Edmonds Way
To: e�;) Ia— z=--
Ar-r-4
RE:
23012 Edmonds Way
Edmonds, WA. 98020
P/ 425-771-8811
F/425-771-8815
LETTER OF TRANSMITTAL
Date: ,;K— — 1(2 — / 2—,
Project: AQ-^7c;-,,i,9s- t-J,%4,Az5!r--s
L o c a t i o n: 2 2,
tz> /- D Z4P // dP-15 6 7
We are sending you via: F-] courier n overnight delivery
The following items:
n Plans
,','�Kcopy of Letter
El Prints ' El Samples
E] Specifications R Other_
F] delivered by hand
Copies
Description
bc:�� r- r, / 6� C-:' i:� OL�'
-
A
C-1- I rrI6
an *tt as indicated below:
They are tr smi ed
or your use F1 For your approval ,E �As requested
Fj Please review & Comment F] For bids due
Remarks:
ail
Signed:_4�r-�
IF ENCLOSURES ARE NOT INDICATED
PLEASE NOTIFY US AT ONCE.
EJ Please sign & return
RECEIVED,
APR 12 201?
DEVELOPMENT SERVICES CIT-'-.
CITY OF EDMONV.-
1*1
0
0
V
j R E
5�7 .7
APR 12 2012
U N IVERBACLOPMENT SERVICES CTR-
HI . MY DEFDMONDS
FIRE-KOTE ^100
NATIONS #1 FLAME RETARDANT
HEAVY DUTY - MAXIMUM PROTECTION
COMMERCIAL, INDUSTRIAL, MILITARY
AND RESIDENTIAL USE
A Superior Class "A"
Intumescent Flame Retardant
Fire Kote 1 00Tm Heavy Duty water and
resin based application. As a coating and
a penetration agent it automatically reacts
with fire and heat. It changes the
chemicals in the wood and reverses the
fire process.
Universal Fire Shield's exclusive Trade
Secret formula is un-matched in
performance and safety. Nitrogen is
produced under high heat and fire
displacing oxygen therefore reversing the
ignition process.
Fire Kote 1 OOTM comes with a 100%
money back guarantee for performance
and it protects like no other product.
Fire Kote 1 OOTM is the Nations number
one seller. It out performs all other
products on the market world wide. A clear
coating that enhances and protects all
natural wood surfaces. Can be a
spray -on, rolled or brushed on or dipped to
apply.
WHEN ONL Y THE BEST IS
GOOD ENOUGH!
RECOMMENDED FOR:
All unfinished wood and wood
material surfaces.
Plywood,'OSB board, Man
made board, Lumber, Timbers,
I -Beams, Ship lap, Paneling,
Decks, Doors, Window frames,
Fencing, Cabinets, Furniture,
Post, Sheds, also styrafoam
sheets can be treated.
FIRE KOTEJ OOTM
Renders most woods
non-combustible.
UNISHIELD INTERNATIONAL, LLC
3544 WATERFIELD PKVVY - LAKELAND, FL 33803
1-800-608-5699 - www.firechemicals.com - info@universalfireshield.com
Rev. 02/04/10
0
0
UNIVERSAL
UNIVERSAL FIRE-KOTE 10OTM
NATIONS #1 FLAME RETARDANT
CLASS A INTUMESCENT COATING FIRE-KOTE 100
APPLICATIONS: COMMERCIAL, INDUSTRIAL AND MILITARY
An exclusive heavy duty formula flame inhibiting chemical un-matched by any other product on the market. A
SUPERIOR HEAVY DUTY GRADE. Fire Rated Class "A". Specifically formulated for maximum protection.
EXTERIOR AND INTERIOR Woods, Lumber, Leaves, Straw, Rope, Fiberboard. Paperboard. Corrugated box
board, fabric materials such as canvas and other materials. Meets Military and NFPA 30 standards for
packaging. Fire-Kote I OOTM formula has met the test, Southwest Research and other testing agencies.
Universal Fire-Kote I OOTM meets and exceeds the ASTM E-84, (UL 263 same tunnel test) UBC 42-1 and
NFPA 255 for surface burning characteristics for applied coatings, NFPA 703, ASTM E-108. Can be applied to
most porous surfaces. For other uses contact our home office. Recommended for professional applicators.
Most powerful fire retardant known. When only the best is good enough always demand Fire Kote I OOTM. On
wood surfaces 5 year exterior and 25 year interior.
UNIVERSAL PROTECTIVE TECHNOLOGIES, UNIVERSAL FIRE -SHIELD PRODUCTSTM
are leaders dedicated to setting standards for Fire Prevention Chemicals through our on going research and
development. It is our resolve to educate and inform the Public, Contractors, Industrial users, manufacturer and
Architects. Environmentally safe flame retardant chemicals.
UNIVERSAL FIRE-KOTE 100Tm Trade Secret Formula - ZB MSDS=Phospboric Acid 18%, Formaldehyde
2%. This is an aqueous based resin liquid coating and penetrant. Total Solids =49.1 %, weight per gallon 9.1
lbs., specific gravity = 1.33, PH factor =5.5, Flash Point Non-flammable, Color =Blue tint clear at 78 degrees F.
Sleight haze at 50 degrees F. and lower, Volatility= no petroleum or lead, Fungus= anti -fungus,
Bacteria=mildly resistant, Linear shrinkage=None, Moisture absorption=None, Coffosion=Mildly when in
solution, Preservative=excellent, Pest resistant= excellent. These chemicals comply with all United States
Federal Regulations. Meets or exceeds national, city, county and state fire codes.
APPLICATION PROCEDURE:
Can be applied by brush, roll coater, paint roller. Pressure spray at 50-250 psi. is recommended for commercial
applications. For best results apply Fire-Kote I OOTM two coats. Allow to dry slightly between coatings.
Application rate 200 sq. ft. to one gallon. Applicator of chemical should wear protective clothing, eye ware,
neoprene gloves and an appropriate mask the same type as for paints or chemicals for inclosed areas. Good
ventilation is recommended. Allow to dry between coatings. Clean up over spray as soon as possible, clean up
equipment as soon as possible with water and detergent soap or bleach. Mildly toxic during application phase
only. KEEP OUT OF REACH OF CHILDREN. DO NOT TAKE INTERNALLY. If chemical gets into eyes
wash out immediately flood with water. SAME PRECAUTIONS AS FOR PAINT AND STAIN.
Classified: FIRE RETARDANT INTUMESCENT COATING, SURFACE BURNING CHARACTERISTICS
OF APPLJED COATING. FIRE-KOTE IOOTM* Superior Heavy Duty Grade. Fire Rated Class "A"
Yellow Pine, Redwood, Plywood, Cedar, Manufactured Board. Flame Spread =25, Smoke developed =26,
Number of coats = 2, Rate per coat (ft2/gal) 360, Flash point= 0, clear liquid coating , no flash. Meets or
exceeds ASTM E-84, (U.L. 723 same tunnel test), NFPA 255, NFPA 703, ASTM E-108, UBC 42-1 .
Universal Fire -Shield ChemicalSTM meet or exceed existing and current federal, state, industrial, national and local fire codes.
02000 UNISMELD INIERNAIIONA4 LLC
Rev. 02/04/10
U IN I V,62R, S-A Jr
R E ib S' HI 7E L 7D
APR 12 2012
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
Universal Fire-Kote 100 1 Fire Chemicals
Page I of 3
0
0
0
11" — .0 — — — — — — Im " -0 — — M %_ .9 — IN —0,
UIX&VO, rsiaxx-&ro d"Aultv-1
HOME FIRE RETARDANT PRICING INFORMATION PRODUCTS HISTORY OF UNIVERSAL FIRESHIELD
Universal Fire-Kote loo
Universal Fire -Shield Products
When only the best is good enough.
Fire Kote 100
Superior grade - Heavy duty
Best world wide.
The nation's number #1 product of this type
For all unfinished wood surfaces requiring a Fire Rating of Class "A"
Meeting today's national and local fire codes. Ask about Flame Resistant
Certification for your project.
The world's best number one flame proofing agent and smoke inhibitor.
Lumber, processed wood, plywood, beams, hard woods, doors, decking,
scaffolding, thatched roofs, straw, leaves and a host of other natural wood
applications. Used as on -site spray or pressure impregnation. Call for specs
and other information.
Now improved with ZB
Superior fire rating class "A"
The number one fire retardant coating.
Commercial — Industrial — Residential
Wood application flame spread= 25
Smoke develop= 60
Surface Burning Characteristics
ASTM E-84, NFPA 255, NFPA 703, UBC 42-1, ASTM E-1 08
Menu
Dealers/Distributors/Licensed Applicators
Fire Retardant Chemicals
The Truth About Flame Retardants
Trade Shows, Schools, and all Public
Meeting Areas.
Architects Corner
Do -It Yourselfers
Universal Fire -Shield Products
Fire Shield Tarps
Flame Retardant Products for Special
Events
Outdoor Flame Retardant
Fire Retardant Wood Shake Roofs and
Siding
Special Events Fire Shield
Spray -On Fireproofing
UNIFIRE-X THERMAL Fire Proof Coating for
Metal and Firewall Protection'"
Universal Fabric -Shield
Fire Retardant Chemicals
Universal Fire Stop
Universal Fire-Kote 100
Universal Paint & Stain
Universal Paper -Shield
Universal Termite And Fire Shield
Universal Tropical -Shield
Universal Wood -Shield
Welcome to Architects Corner!
Wild'Fire OUTDOOR Fire Shield
RECEIVED
APR 12 2012
DEVELOPMENT SERVICES cTR.
CITY OF EDMONDS
http://universalfireshield.comluniversal-fire-shield-productsluniversal-fire-kote- 100/ 3/1/2012
Universal Fire-Kote 100 1 Fire Chemicals Page 2 of 3
(UL 723 (ASTM E84) and ULC Sl 02.2 uti I ize the same basic Ste inerTunne I testing
apparatus. See public information at www.google.com.)
Flash= 0
Recommended Uses
FIRE KOTE 100 is a Superior Class A flame retardant fire inhibitor clear chemical
coating. One of the most powerful flame retardants world wide.
Used for exterior and interior applications. On -site spray on and for pressure
impregnation. Excellent for timbers, lumber, plywoods, post, wood frames,
electric poles, flooring, I beams, decking. soffits, thatched leaf roofs and straw.
Soft and hard woods, wafer board, yellow pine and many more. Good for fiber
containers. Reduces ignition and smoke to save lives and property.
Fire Kote 100 penetrates and leaves an invisible coating and penetrates, superior
shielding action, an inturnescent formula against fire and flame. With -stands
extreme weather and high heat. Unique "trade secret" formulation that out
performs all others world wide. All natural wo6d surfaces and many other
materials. Forms an invisible barrier that inhibits ignition and flame spread,
reduces smoke and no afterglow. Creates a chemical change and acts as a wood
preservative. Weather rated exposed up to 5 years, interior indefinite.
When Fire Kote 100 is applied to materials, it provides the best possible
protection from fire and flame, mildew, insect repellant with no discoloration or
odor after application.
Fire Kote 100 is an exclusive water based liquid resin with no petroleum
derivatives, no PBDE's. Safe non -toxic after application. Flame spread is less than
25 on most wood surfaces, reduces smoke by 70% and higher. Also used for
pressure impregnation.
Fire Kote 100 is a "heavy duty" spray -on coating for commercial projects and is
easy to apply. It's non-flammable and preservative properties becomes part of the
material. Causes a chemical change in the wood surface restricting ignition and
spread of fire. Also resists black mold, mildew and insects.
Coverage- 200 sq ft per gal
Comes in 1, 5, and 55 gallon, 220 gallon tote containers.
Call toll free for quick delivery.
Ask for a dealer or distributor near you.
Same Day Shipping!
Western & Eastern Divisions to serve you.
Call toll -free at (800) 608-5699 Eastern US
Download PDF for technical information.
R E C E 1 E"[P'
AtuNIVER IS APR 12 2012
F I'R EO'S H I E L D
DEVELOPMENT SERVICES CTR-
CITY OF EDMONnS
http://universalfireshield.com/universal-fire-shield-products/universal-fire-kote- 100/ 3/1/2012
Mar 12 12 09:19a Middleton Painting 425-347-8765
V
p.2
.0
West 1-cidalst R, M
Filling out application doesn't guarantee certification.
Applicationwill be denied if not filled out in W endrety.
On fabrics make sure to treat each side of the fabric. Do not use F-2W8 for Synthetic Fibers.
APPLICATION FORM FOR WEST COAST FDZE SIHELD
CERTIFICATE OF FLAME P.O. Box 1996
BakersficA CA 93306
RESISTANCE Office: (661) 588-2193 Fax: (661) 215-5149
Please print inforimation legibly.
Which product was applied: (Please sp
How was the product applied?: A`ir'
What is being mated? Please describe:
Date Al
. f-.
P
How many pieces I square ft? Please describe: 11,00
Number of coats applied? Amount of cbeinical used?
Give address where item was treated:
Address:-23( nad-AMCitY: Fj?nQ JS ST---WAzip—L3
APPLI.CAIION INFORMAITON:
Name ofcompany orperson for whom certificate will be issued: kni um C—.enem I Coniracl i' L
Print Name of Person or Company and Sign Rllj M � Ad laph
By.signi ' ng, I agree that I have read the Uwmcdonal letter(s) supplied by the manufacture outlining the application(s)
of supplied "flame rctardanV'product(s). I also affirm that the. aforementioned mmr-dant(s) have been applied to die
material(s) specified in this application in a rnanner compliant to the manufacturees specification(s) and in doing so
have complied widi all state and federal law(s). Finally, I alone assume all and/or any responsibility, flimcial or
otherwise, for misapplied product(s) or failure of said product(s) due to any negligence of applicadon instruction(s).
(Applicator) Name, TitleMositiompa L4 191 i A iL4� Pf, L. Z 12 ni —Ncurnp-I)b(A" F� mier
Signed
Phone Number- Date:
Print name of Person that witn�5.ed lication:
Vp
Signed 1-/Af���
Aone'Nurnbcr: 2—It 1 —, 8 2 I -VD —a I c;
By what route shall the Certificate of Application be sent?: Please choose one. (Secure PDF fonnat of certificates will
be sent via email.)
Send by E-mail address: b '" 't 49- @ I/ <e in 't V /- -W-- cz, t-- C"—,-& '6 /(0, C
Fax number:
Please mail copy to:
* P;ca.sc fax to (661) 215-S149, mail to above address, or e-mail: Original copies are kept on file. AD fix= mist be
silWcd and diLed. Can Liku 7-10 Days ror Certificate Approval (fice). 1-3 Business Days tuni around timc an Expedited FEE o1`525 will be
charged. Mixalrio legibly or Application will be deWed.
RECEIVED
APR 12 2012
DEVELOPMENT SERVICES CTR
CITY OF EDMONDS
CONFIRMATION #:
A.A.R. TESTING LABgRATORY, INC.
P.O. BOX 2523 Phone: (425) 881 -5812
REDMOND, WA 98073 FAX: (425) 881-5441
CUENT:
ATM.
ADDRESS:
rlLr. N %J; I/- ^I-11-n I lwp% I F_ uzg_.,;441
PAOJECT. g:&4djq4g,/ w AY' APT
ADDRESS:,......'., $L
CITY;
ENGINEER:
ARCHITECT:
tlnK1TmAr!TAQ. - V!r. A/ rtA-,k 4-2
PERMIT NO:�.'.
TEMP. -I
f, A ;,T 8t VP
F: IR e P-9-o-re-C'l-7 6W r&ie Ufv I- L W4,09-
F P/R51 L "-K K/ I m 14s
lb Z 3
Co-,&K A- Ko-r F Mofl
Fc�e Abott_r pP /P ca4 Sm� FT- T-1-769 5*9-6-
T
f7M P'1*71-FS
41 Ql�lkt F9f_ s?f_Ajh_l Aj :sa, ri pep, lae 0-�-
r-7 i PF
P-R?r9U_kr A-T go Pr--r' 'r ujo 1-14-
-yr l4eswli;
IAI d 9'- W OW T,,lF,A4." A-F-1-94 H?41ek7-1AjV
*RIP/
.4a, /5 IAI
WiTh w4-4� Tttf SH / FLZ
NA-R�4�/P-A) Fat A"i_lC4ft;,iu
RECEIVED
'APR 12 2012
DEVELOPMENT SERVICES
CITY OF OWN'"
INSPECTOR
ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CL(rNT'AND"A.A.R. TESTING LABORATORY, INC.
REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING. IS STRICTLY FORBIDDEN.
0)
2
LL
0
LL
N
4
9
N
7
0
C14
0.
LOJ
HFPX
uViorm
Certificate of Flame Resistance
ISSUED TO:Venture General Contracting LLC
Address:23012 Edmonds Way City:Edmonds
State: WA
This is to certify that the materials described on this certificate have been treated with an approved flame
retardant and the said chemical complies with all state laws and regulations. This also certifies that the
materials have been applied according to manufacturer recommendations and application is inline with all
state regulations. Therefore the materials described have been flame retardant treated and are inherently
flame resistant. Authorized Signature: John Cherry #GA-1364.01
Name of Chemical Used: FK-100
Method of Application:
0. Spray DDip Other:
Control number:#1901 10FK
Fire Kote FK-100 [will] meet and/or exceed the following codes:
ASTM E-84, E-108, UL 723, NFPA 255, UBC 42-1
Class "A", ASTM E-108 Flying Brand, Burning Brand, Intermittent flame
FK-100 Meets or exceeds all known fire code regulations and requirements
Flame Spread =10, Smoke Dev.=90
5 Year / 200 inches of rain (whichever comes first) exposed exterior rating
Signatums and applicatiun sluxt m filu
Classification: A
Appticator: Paul Middleton Date Signed: 03/12/12
Witnessed By: Michael Bennett Date Signed: 03/10/12
Note: Universal Fire Shield is not responsible for negligence and/or misapplication of FK-100 by un-certified
applicators.
W
cc
Type of Material(s): 2x4 & 2x6 Framing!
Quantity: 11,000 sq. ft.
Date Applied: 03/10/2012
Ck-
CL
'qZ
West'Coast Fire Shield
P.O. BOX 1996., Bakersfield, CA, 93303
Tele: (888) 290.3853 Fa;x: (661) 215.5149
Web: http://www.firechemicals.com
CV
UZI
is
Field Report Report #: 54291
inc-*.YiN6180th,A-ye;1N.E., �6ite Rddn�ond;
P hone 4!5..-'6i.t5812 Fax, 4i5.ii81;�U1
Client: Venture General Contracting LLC
2801 Alaskan Way Suite 310
Seattle, WA 98121
Contact: Matt Parent
Inspection Performed: See below
Date: 3/2/2012 Time:
0 1
Project Number: 11-248
Permit #: BLD 20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Temperature:
:or southeast building inspected anchor bolt installation for exterior and interior shearwalls. At
�ome locations (units 201, 205, 202, 208, 210, 211, 215, 219, 216 and 217) found omitted bolts or
iuts and washers. After preparation, omitted bolt epoxy installation will be done and re-fnspected.
Distribution: Distribute Client Distribute Contractor Inspector: Shprits, Yevgeniy
Distribute Engineer Distribute Owner
Distribute Municipality Distribute Other Reviewed by: Mike Blackwell
Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
0
Field Report Report #: 54293
0
-T-6'skilng L�13(;i�tory, Inc. 7126 e.
Phone 425.�81,.5912 F�x 425.,881,.5441
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BLD 20110469
Seattle, WA 98121
Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23014/23020 Edmonds Way
Inspection Performed: See below
Date: 315/2012 Time: Temperature:
For southeast building completed shearwall anchor bolt installation (see field report #54291 dated
312/2012). All the omitted bolts were epoxy installed. The bolts were 5/8" diameter, embedment
was 7" and hole diameter was 3/4". Epoxy adhesive was Hilti Hy 150 Max with an expiration date
of 9/2012. Hole preparation, epoxy application and bolts installation were done in conformance
with suppliers instruction for use. Omitted nuts and washers were installed per drawing (S1.2,
S.1).
Distribution: OV Distribute Client M-/ Distribute Contractor Inspector: Shprits, Yevgeniy
M./ Distribute Engineer Distribute Owner
M,/ Distribute Municipality Distribute Other Reviewed by: Mike Blackwell
f] Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
4%ft� r- w1k
%J0
c
L�60raioiy" Inc.
N:P� h
:K'--MM o H!,
Client: Venture General Contracting LLC
2801 Alaskan Way Suite 310
Seattle, WA 98121
Contact: Matt Parent
Inspection Performed: See below
Date: 3/13/2012
Field Report Report #: '54097
Time:
Project Number: 11-248
Permit #: BLD 20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Temperature:
�Inspected fire protection for wall wood southeast building structures at the first floor within grids
0.1 -10 / A-E.3 and J.1.
The contractor used Fire Kote 100, for 10,000 square foot (600 square foot for top and bottom
plates and 900 for studs). The contractor used 10.5, 5 gallon buckets of compound which is equal
for spending 200 square foot per 1 gallon of Fire Kote 100. The compound was applied by
pressure spray at 80psi in two layers with drying in between. After application, the surface of
wood was locking uniformly covered by light yellowish color.
All the mentioned above is in conformance with West Coast Fire Shield instructing for application.
Distribution: F-/-J Distribute Client R Distribute Contractor Inspector: Shprits, Yevgeniy
J*/1 Distribute Engineer F1 Distribute Owner
Distribute Municipality F] Distribute Other Reviewed by: Mike Blackwell
Distribute Architect n Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
0
F.Jeld Report Report #: 53506,
Client: Venture Gerieral Contracting LLC Project Number 11-24&
S 1111
2801 AlaAKan,Way . uite 3
Permit #: BLD 20 110469
Seattle. WA 98121
Project'Name: Edmonds. Way Apartments.
Contact: Matt Parent, Address: 2301.4/23020 Edmonds Way
Inspection Performed: Lateral Framing
Date: 2,1712012 Time'. Temperature:
For southeast building inspected r6of diaphragm sheathing and it's attachment within grids H-13
4.5-0: At -the places under crickets,. inspected type and siie of sheathing, nail size, spacin . g, and
pattern.
AX the inspected was in conformance with the drawing arid, RFI's #19 on 10 / 20 and 10 / 28.
FV�'Distribute.Clibrit
Di.stribution.;' Distribute Contractor
Inspector: Shprits�.Yevgenly
Distribute'Engine.er Pistribyte Owner
Reviewed by- Mike. Blackwell
RI'Distribute, Municipality 0 Distribute Other
M bisit'ributle Architect F1, Distribute Other
Alfreports are consideredconfidentiai and are4e property of the client and A.A. - R. Testing Laboratory, Inc.
Reproduction eicept in full without the writteri'consent of A.A.R. Testing Is strictly forbidden
Field/Material Report Report #: 74726
155—praf —FTI-8 OTS u M—on d %WA19 8 0 5
6810nalli! I Park
ionST4-25!WI5&IiIFa--X-1425!43,11----��
Client Name: Venture General Contracting LLC. Project Number: 11-248-
Contact: Matt Pa�ent Permit BLD 20.11P469
Client Address: 2801 Alaskan Way Suite,310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address:, 23014/23020 Edmonds Way
Date:. 12/29/2011
Air Tempiiratture-:�
50 F
Supplier
Concrete NW
Concrete TempeMture::
56 F
ASTM C:1064�
Material Data:,
Concrete
Air Content:
6%
ASTM C 2�1
Plant Number
i�5
Slump-
6 -
ASTM C.143
Mix Number:
01650
Time Sampled:
11:30:00 AM
Truck Number:
C138
Added Watei-
10'
ByWh9m' 'Driver
Ticket Number:
1178617
.
-
Ak Entrainm6nt (oz/yard):
Number of Samples:
4
Admixtures (oz/yard)):
NC-534.
19.0
Yards placed:
9 of 9
Design Strength:
5000
Inspection Performed: Reinforced Concrete
Location: Closure strip between PT decks A and B.
0. Gridt-ines:
Remarks: Concrete was placed - by pump. Samples were taken.at the point of placement. Reinforcementwas inspected prior
by Yevgenly Shprits, report #53490. Any water added was done by- Concrete NW driver, and was kept within the,r
allowable,
.W Conforming td,approved plans Inspector: Hbrtoh, Tirn 2nd Inspector:.
3rd Inspector:.
Samples Tested In Accordance with ASTM: C 1231 C 31 C 172 G 39
Sarriple.11)
Test Date
Age
Size
Area -
Set. #
Total Load
PSI
Method
Fracture Type
114896.
115/2012
7
4X8
12.62
2/2
45450
3600
C 1231
Cone Shear
114897
1/26/26112.
28
4X8
12.7
'2/2
66240
5220
C 1231
Cone
114896
1/2612612
�8
4X 8
12.7
2/2
6999 1 0
5510
C 1�311
Cone
I U699
1/26/2012
�8
4�X 8
1'2.7
2/2
66206'
5220
C 12311
'Cone
Distribution: Z Client Contractor F1 owner bate Mailed:.
R Municipality Engineer R Architect Tested By-- Mike Blackwell
Distribute Other Reviewed- Mike Blackwell
All tests In accordance with the requirements of ASTM C31 for casting and curing cono . rete specimens In the field excluding Section
16.1.2 (required use of a maxlmum-minlmum thermometer). All reports are considered confidential and are tfie-propiarty of the. �Iient
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory Is strictly
forbidden.
Field/Mate(ial..RepOrt Report#: 74725
WA-VA-1 ON".650r,01 �0111,[�ed
0
"800 "Ame.l
,,.M25!8-8J!53P,2J"25!0�
0!1:544AN
Client Name: Venture General Contracting LLC Project.Number: 11-248
Contact: Matt Parent Permit # BLD 20110469
Client Address: 2801 AJaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date: 12/29/2011
Air Temperature:
47 F
Supplier Concrete NW
Concrete Temperature:
56 F
ASTM C 1064
Material Data: Concrete
Air Content:
%
ASTM C 231
Plant Number: 125
Slump:
4 X4
ASTM C 143
Mix Nurnber: 0160A
Time Sampled-
8:45:00 AM
Truck C152
-Number:
Added Water:
17
ByWhbm: Driver
Ticket Number: 128605
Air Entrainment (oz/yard):
Number of Samples: 4
Admixtures (oz/yard)):
NC-534
34.0
Yards placed: 31.5 of 94.5
Design Strength: 3000
Inspection Performed: Reinforced Concrete
Location: Topping slab over PT parking slab.
Grid Lines: . is
Remarks.: . Concrete was placed by pump. Weld wire mesh was In place as reinforcement. Samples were taken at the point of
discharge. Any water added was done by CNW drivers, and was kept within the allowable.
Conforming to approved plans Inspector: Horton, Tim 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with.ASTM: C 1231 C 31 C 172 C. 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
114892
1/5/2012
7
4X8
12.6
1/2
MOO
3090
. C 1231
Shear
114893
1126/2012
28
4 x.s
12.7
1/2
62760
4640
IC 1231
Cone -
114694
1/26/2612
28
4X8
12.7
1/2
69380
5460
C 1231
Cone Split
114895
1/26/2012
28
4X8
i �J
1/2
68640
5400
C 1231
Cone
Distribution: Client contractor Owner Date Mailed:
Municipality Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
Aii 'tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum-mlnfmum thermometer). All reports are considered confidential and are the property of the client
and A-A.R. Testing Laboratory, Inc. Reproduction except In full, without the written consent of.A.A.R. Testing Laboratory is strictly
forbidden.
0
0
0
Field Report Report 54095
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BLD20110466
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23bl4/23020 Edmonds Way
Inspection Performed: Lateral Framing
Date: 1/24/2012 Time: Temperature:
-or southeast building inspected exterior shearwalls at the 3rd wood frame floor at the following
:)cations: grids B / 0.8-3, J (bended) / 13-17 (south wall). Inspected stud schedule, sheathing
,ize, rate, and attachment. All the inspected was in conformance with approved drawings and
mgineers RFI's #19 on 1- / 20 and I- / 28.
I
Distribution: F/� Distribute Client Distribute Contractor Ins . pector: Shprits, Yevgenjy
r--/] Distribute Engineer E] Distribute Owner
FV� Distribute Municipality Distribute Other Reviewed by: Mike Blackwell
0 Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A. R. Testing is strictly forbidden
Field Report Report #: 54085
7
ti n iid,W4 � 4i 5�
.4.4.R.f�s g i66ratory, Inc. 7126� 1 80th Ave. N. E., Park 180, Suite CIO 1, Redmo
'-'0h6n6425.'881.5812: Fax 425'.881.5441
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BLD 20110469
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23014/23020 Edmonds Way
Inspection Performed: Lateral Framing
Date: 1/25/2012 Time: Temperature:
�:or southeast building inspected exterior shear walls on the 3rd wood framed floor at the following
ocations; A / 03-0.7; 17.9 / A-J/1; 17.9 / G.8-1-1.2; K / 17.5-17.7. Inspected stud schedule,
;heathing size, rate, and attachment. All the inspected was in conformance with the drawing and
3ngineers RFI's #19 on 10 / 20 and 10 / 28.
Distribulion: RV Distribute Client Distribute Contractor Inspector: Shprits, Yevgeniy
R] Distribute Engineer Distribute Owner
7-/ Distribute Municipality Distribute Other Reviewed by: Mike Blackwell
R Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
0
I
Field Report Report #: 537811
kkk.-T-e' it-h-gla-b�'or'ato-ry Inc.,71-2,61 8*0t'h�'A'Ve--.N-*."E--.,* -Par'k-1:60, S'u-1 - -te, C' 1-0-1, R-e�'M'ond,*
Ptionei�4216.*818*1,.581-2'1��x 42i5ii.8'81.64:41
Client: Venture General Contracting ILLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BLD 20110567
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23014/23020 Edmonds Way
Inspection Performed: Lateral Framing
Date: 2/2/2012 Time: Temperature:
Inspection: Lateral wood and nailing
Location: south building roof.
Grids: 4.5-10 / B-H.
plywood roof under the over framing at crickets, locations noted above, 2 1/2" x .131 6" on
E!r edges, 12" on center field per plans.
Distribution: rV-1 Distribute Client 2 Distribute Contractor Inspector: Jacobson, Dennis
W Distribute Engineer Distribute Owner
0,/ Distribute Municipality Distribute Other Reviewed by: Mike Blackwell
F� Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in lull without the written consent of A,A,R ' Testing is st ri ctly forbilden
E
Field Report Report #: 53497
Client: Venture General Contracting LILC
2801 Xaskan Way Suite 310
Seattle, WA 98121
Contact: Matt Parent
Inspection Performed: Lateral Framing
Date: 1/10/2012 Time:
Project Number: 11-248
Perm It BLD 2011 D464
Project Name: Edmonds Way Apartments
Address: '23014/23020 Edmonds Way
Temperature:
For the southeast building inspected: Exterior shear walls of the second wood frame floor at grids
B / 0.3-6; 18 / G.8-H.2; K / 18-17;J / 13.8-17. the following items were inspected, sheathing size,
type, and span rate. Sheathing attachment including nail size, spacing, pattern, as well as stud
schedule. Inspection was done when wall panels laid at the floor prior Dens Glass installation.
Floor diaphragm between 1 st and 2nd wood frame floors Within grids : A / 0-6; 1 8 / J.1-K; K / 17-
18; J / 13-17. The following was inspected, sheathing size, type, span rate, nail size, spacing, and
pattern. ,
the inspected items were in conformance with approved, drawing (S2.3.13, S1.2). RFI's#19on
tober 20, and 28, 2011.
Distribution:. Distribute Client FV� Distribute Contractor Inspector: Shprits, Yevgeniy
Distribute Engineer F1 Distribute Owner
RJ Distribute Municipality 171, Distribute Other Reviewed by: Mike Blackwell
Distribute Architect F1 Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of XA.R. Testing Is strictly forbidden
0
Field/Material RepOrt Report M 77085
__d—lff �71�fCd�
v FirUBO §jite%
ryi Inc. 71
W.A. 'in La6:03Wt�
Plhon:e'A25.'i81.5812 Fax 425.881.5441
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date: 3/30/2012
Supplier:
CNW
Material Data:
Concrete
Plant Number:
125
Mix Number:
0160A
Truck Number:
0150
Ticket Number:
130204
Number of Samples:
4
Yards placed:
10
Design Strength:
4000
Project Number: 11-248
Permit# BLD 20110567
Project Name: Edmonds Way Apartments
Address: 23014123020 Edmonds Way
Air Temperature:
49 F
Concrete Temperature:
53 F
ASTM C 1064
Air Content:
%
ASTM C 231
Slump:
43/4 "
ASTM C 143
Time Sampled:
10:00:00 AM
Added Water:
0
ByWhom:
Air Entrainment (oz/yard):
5
Admixtures (oz/yard)) : .
MBNC
24
Inspection Performed: Reinforced Concrete
Location: Sidewalks and entrance at the south most end of the site.
6rid Lines:
Remarks: Concrete was placed by chute samples were taken at the point of placement. Welded wire mesh was in place as
reinforcement at,the parking entrance.
RJ conforming to approved plans Inspector: Horton, Tim 2nd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID Test Date Age Size Area Set # Total Load
123092 41612012 7 4X8 12.6 1/1 42870
3rd Inspector:
PSI Method Fracture Type
3390 C 1231 Shear
Distribution: Client Contractor f_� owner Date Mailed:
Municipality Engineer E] Architect Tested By: J. Hoover
F-1. Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use o1a maximum -minimum thermometer', All reports are considered confidential and are the property of he client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
Field Report Report #: 634190
Client. Venture General Contracting LLC Project Number. 11-248
2801 Alaskan Way Suite 310 Permit 0: BLD20110469
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23014/23020 Edmonds Way
Inspection Performed: Post Tension
Date: 12128/201.1 Time: Temperature:
7or southeast building inspected resteel for closure strip (pour), in the PT slab, between pour A
and B. Resteel was in conformance with the drawing (S2 13) by grade, size, location, concrete
mver.
Jerified that the contractor reinforced topping slab at the parking P"T slab by extra welded wire
abric 6 x 6,- 1.4 x 1.4.
Distribution: Ft/� Distribute Client EZ Distribute Contractor Inspector: Shprtts, Yevgenly
Distribute Engineer n Distribute Owner
Distribute Municlpall� n Distribute Other Reviewed by- Mike Blackwell
Distribute Architect F1 Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in,full withoutthe written consent of A.A.R. Testing is strictly forbidden
0
0
Client: Venture General Contracting LLC
2801 Alaskan Way Suite 310
Seattle, WA 98121
Contact: Matt Parent
Inspection Performed: Lateral Framing
Field Report Report #: '53492
Project Number: 11.-.248
Perm it BLW0110469'
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Date: 12/28/2011 Time: Temperature:
:or the inspected southeast building shearwall at grids K / 17.4-17.8 at the first wood frame level.
rhe following items were inspected: stud schedule, sheathing size, span rate, and attachment
ncluding mail size, spacing, and pattern.
ierified using galvanized nails in treated wood. All the inspected was in conformance with the
Jrawing (S2.213, S1.2), and RFI's 19 on October 20, 28, 2011.
Distribution: P/1 Distribute Client Distribute Contractor
R Distribute Engineer Distribute Owner Inspector: Shpdts,.Yevgeniy
Z Distribute -Municipality Distribute Other Reviewed by, Mike Blackwell
Distribute Architect E] Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Ind.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
0
0
r-]
L
Field/Material RepOrt Report i: 76798
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA gMi
Date: . 12/15/2011
Project Number. 11-248
Permit # BLD 20 10469
Project Name: Edmonds Way Apartments
Address: .23014/23020 Edmonds Way
Air Temperature:
42 F
Supplier: concrete NW
Concrete Temperature:
68 0
Astm C 1664.
Maten*al Data: Concrete
Air content:
%
ASTM C 231
Plant Number 125
Slump�.
6
ASTM C 143
Mix Number: 01650�
Time Sampled:
10:55:00 AM
Truck Number 137
Added Water:
-0-
ByWhom:
Ticket Number. 27985
AJr Entrainment (ozlyard):
Number,of Samples: 8
Admixtures (ortyard)):
GLEN
9.1
Yards placed: 177 of 315.3.
Design Strength: 5.000
Inspection Performed: Reinforced Concrete
Location: PT Deck Level 2, Southeast Building.
Grid Lines:
Remarks: Concrete placed via pump and mechanicallybonsolidated with high fre I n -
quq9cy v bration. 1/2 gallo Glenium added
on site by Quality Co-ntroL
Conforming to approved plans Inspector: Chandler, Loren 2nd Inspector:
3rd Inspector:
Samples Tested In Accordance with ASTM: C 1231 C� �1 C 172 C 39
Sample,113 Test Date Age Size Area Set # . Total Load PSI Method Fracture Type,
i 14466
12/19/201
4fe
4X8
12.6
W
50060
3696
d 1231
Cone Shear
114487
12/19/201
4fc;
4X8
12.6
2/2
53910
4290
C 1231
Cone
114490
121221201
7
4X8
i2.6
2/2
60630
4830.
C 1231
Shear
114491
1/19M12
28
AX 8
12.6
212
84980
6730
C 1231
Cone
114492
1/19/2012
28
4.X 8
12.6
'2/2
86570
6860
C 1231
Cone
114493
1/19/2012
28
4�X 8
12.6
2/2
82890
6570
C 1231
Cone
Distribution: Client W Contractor F Owner Date Mailed: -
Mu ' nicloality Engineer F1 Architect Tested By. Mike Blackwell
0 Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10A.2 (required use of a maximurn-minimurn thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory Is strictly
forbidden.
Field/Material RepOrt Report#: 75797
M mal I ORA "AV 0. N —0,11 MR
ENN Q AR
han er-R5 0 "x 4 2 5! 8 8,1 ! 501
Client Name:-
Venture -General Contracting
LLC Project Number: 11-248
Contact':
Matt Parent
Permit# BLD 2010469
Client Address:
2801 Alaskan Way Suite 3 10 Project Name: Edmonds Way Apartments
SeatUe,'WA §8121
Address: 23014/2302d Edmonds Way
Date:
12/15/2011
Air Temperature: 37 F
Supplier
Concrete NW
Concretelemperature: 67 F AtTM C 1664
Material Data:
Concrete
Air tontent: % ASTM b �31
Plant Number.
125
slump�. 6 ASTM C 143
Mix Number:
01650
Time Sampled: 8:35:00 AM
Truck Number
150
Added Water -0- ByWhom:
Ticket Number
27970
AIr Entrainment (o*ard):
Number of Samples:
7
Admixtures tozfyard)):, GLEN 8.71
Yards placed:
21 of 315*.5
Design Strength: 5000
Inspection Performed: Reinforced Concrete
Location:
PT Deck- Level 2, Southeast 5uIlding.
Grid Lines:
Remarks'
Concrete placed via pump and mechanically consolidated with high frequency vibration. 1/2 gallon Glenium added
on site by Quality Control..
Conforming
to appmved-plans inspector: Chandler,.Loren
2nd Inspector-.
3rd Inspector:
Samples tested In Accordance with ASTM: C 1231
C 31 C; 117� C 39
Sample ID
Test bate Age Size Area
Set # Total Load
Psi Method
�racture. Type
114479.
12/19/201 4fc 4X8 12.6
1/2 53910
4290 C 1231
Cone
114482
1 . 2/22/201 7 4X8 12.6
1/2 61760
4920 C 1231
Cone Shear
114483
1/1212012 28 4X8 12.6
1 r2 86600
6810 C M1
Cone
114484
V12/2012 28 4 X . 8 12.6
1/2 83010
6580 C 1231
Cone;
114485
111212011 28, 4X8 12.6
1/2 87950
6970 C 1231
Cone
Distribution: Client Contractor owner Date Mailed:
Sd Municipality Engineer Architect Tested By: Mike Blackwell
0 Distribute Other Reviewed: Mike,Blackwell,
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum-mlnimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
KI
Field/Material RepOrt Report #: 74726
Client Name.:
Venture General.Contracting LLC Project Number 11-248
Contact:
Matt Parent.
Permit
BLD 20110469
Client Address:
2861 Aaskan Way Suite 310
Project Name: Edmonds Way Apartments
Seattle, WA 98121
Address:
23014/23620 Edmonds Way
Date:
12/29/2611
Air Temperature.
50 F
Supplier.
Concrete NW
Concrete Temperature:
55* F ASTM C 1064
Material Data:
Concrete,
Air Content
% AStM C 231
Plant Number.
M
Slump:
6 . ASTM d 143
Mix Number:
01650
Time Sampled:
11:30:00 AM
Truck Number
C138
Added Water.
10 ByWhorri: Driver'
Ticket Number
128617
Air Entrainment (ortyard);
Number of Samples:
4
Admixtures (ortyard))
NC-534 19.0
Yards placed:
9 of 9
Design Strength:
6000
Inspection Perfo�mecl: Reinforced Concrete
Location; Closure
strip between PT decks A and B.
Grid Lines:
Remarks: Concrete was placed by pump. Samples were taken at the point of placement Reinforcement was inspected prior
by Yevgeniy Sh.prits, report #63490. Any'water added was done by Concrete NW. driver, and was kept within the
allowable.
Conforming to approved plans lnspdctor�, Horton, Tim. 2nd Inspector,.-,
3rd Inspecior:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID Test Date Age size Area Set Tot al Load PSI Method Frac I ture Type
114896 1/5/2012 7 4X8 12.6 2/2 45450 3600 C 1231 Cone Shear
Distribution: Client Contractor Owner Date Mailed:
municipality Engineer Architect Tested By- Mike Blackwell
F1 Distribute Other Reviewed: Mike Blackwell
All tests In accordance with the requirements of ASTM C.31 for casting and curing concrete specimens in the field excluding Section,
10.1.2 (required use of a maximum-minimurn thermometer). AJI reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except In full, without the written consent of A.A.R. Testing Laboratory Is strictly
forbidden.
0
Field Report Report #: 53490
Client- Venture General Contracting ILLC
2801 Alaskan Way Suite 310
Seattle, WA 96121
Contact: Matt Parent
Inspection Performed: PostTension
Date: 12/28/2011 Time:
Project Number 11-248
Permit #: BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Temperature:
southeast building inspected resteel for closure strip (pour), in the PT slab, between pour A
B. Resteel. was in conformance with the drawing (S2 113) by grade, size, location, concrete
�d that the contractor reinforced topping slab at the parking PT slab by extra welded wire
6 x 6; 1.4 x 1.4.
Distribution: F-/-1 Distribute Client Fel Distribute Contractor Inspector: Shprits, Yevgenly
Distribute Engineer [] Distribute Owner
Distribute Municipality 171 Distribute Other Reviewed by-. Mike Blackwell
Distribute Architect n Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Ind.
Reproduction except in,full without the written consent of A.A.R, Testing is strictly forbidden
0
0
Field Report Report #: 53492
Client: Venture General Contracting LLC' Proj6ctNurriber' 11�-.248!
2801 AJaskan Way Suite 310 Permit #: BLD20110469
Seattle, WA 98121 Project Name: Edmonds - Way Apartments
Contact: Matt Parent Address: 23014/23020-Edmonds Way
Inspection Performed: Lateral Framing
Date.; 12QB/2011 Time: Temperature:
�or the inspected southeast building shearwall at grids K / 17.4-17.8 at the first wood frame level.
rhe following items.were inspected: stud schedule, sheathing size, span rate, and attachment
ncluding mail size, spacing, and patterm
Jerified using galvanized nails in treated wood. All the inspected was in conformance with the
Jrawing (S2.213, S1.2), and RFI's 19 on October 20, 28, 2011.
Distribution:. Distribute Client Distribute Contractor
Inspector: ShpHts,.Yevg6niy
Distribute Engineer Distribute Owner
Distribute -Municipality[] Distribute Other Reviewed by: Mike Blackwell
Distribute Architect. M Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except In lull without thewitten consent of A,A,R, Testing is strictly forbidden
0
0
Field/Material RepOrt Report #: 75768
ITO . . . . . . U e Xbrri, n
2 121, gug,26T I " * " E., P. 0 up
pnoneL4z5�881!5:jgl5a—xT425!8lj
Client Name: Venture General Contracting LLC Project Number: 11-248,
Contact: Matt Parent Permit BLD 2010469
ClientAddress: 2861'AIaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date: 12/15/2011
Supplier:
Concrete. NW
Material Data:
Concrete
Plant Number
125
Mix Number:
01650,
Truck Number:
137
T'icket Number
�27985
'Number of Samples:
8
Yards placed: 177 of 315.3
Design Strength,: 5.000
Inspection Performed: Reinforced Concrete
Location: PT Deck Level 2, Southeast Building.
Air Temperature:
42 F
Concrete Temperature:
68 F
A&M C 1664
Air Content-
%
ASTM C 231
slurnp:,
"
ASTM C 143
Time Sampled:
'10:55:OOAM
Added Water:
-0-
ByWhom:
Air tntrainment joziyard):
Admixtures (oziyard)):
GLEN
9.1
Grid Lines:
Remarks: Concrete placed via pump and mechanicallyborisolidated with high frequency vibration. 1/,2 gallon Glenium added
on site by Quality Control.
Conforming to approved plans Inspector: Chandler, Loren 2nd l6spector:-.
3rd Inspector:,
Samples Tested in Accordance with ASTM: C12b! t�i C`112 0-39
Sample.ID
Test Date
Age
size
Area
Set #
Total Load
PSI
Method
Fracture Type,
11441§6
12/191201
4fc
4X8
12.6
2/Z
50060
3996
C 1231
Cone Shear
1144U
12/191201
4fc
-4 X 8
12.6
2/2,
'5�61 6
4�60
C 1231
Cone
1144130
1V22/261
7
4X8
i2.6
2/2.
60630
460.
C 1231
Shear
114491
1/1912012
28
;4X8
12.6
2/2;
8498D
6730
C 1231
Cone
114492
1/19/2012
28
.4 X8
12.6
'2/Z
86570
6860
C 1231
Cone
114493
'1/19/2012
28
4X8
12.6
2/2'
82890
6570
C 1231
Cone
Distribution: Client contractor owner Date Mailed:.,
Engineer Archltect�
Municipality Tested By, Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance With the requirements of ASTM C 31 for casting and curing concrete specimens in the fie Id excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client'
and A.A.R. Testing Laboratory, Inc. Reproduction. ex6eptin. full, without the written consenl'of A.A.R. Testing Laboratory Is sIrictly
forbidden.
Field/Material RepOrt
Report#: 75797
fiflt% Iredm5H'd,1§w7A—N8-05
5CA11,
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent Permit#
BLD 2010469
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 08121 Address:
23014/23020 Edmonds Way
Date: 12/15/2011
Air Temperature:
37 F
Supplier Concrete NW
Concrete Temperature;
67 F A&M C 1064
Material Data: Concrete
Air Content:
% ASTM C �311
Plant Number: 125
Slump:
6 ASTM C 143
Mix Number: 01650
Time Sampled:�
'150
8:35:00 AM
Truck Number
Added Water
ByWhom:
Ticket Number: 27970
Air Entrainment (oz/yard):
Number of Samples: 7
.
*315.5 Admixtures (oz/yard)):,
GLEN 8.7-
Y ards placed: 21 of
Design Strength: 50DO
Inspection Performed: Reinforced Concrete
Location: PT Deck Level 2, Southeast guilding.
Grid
Lines:
Remarks- Concrete placed via pump and mechanically consolidated with high frequency vibration. 1/2 gallon Glenium added
on site by Quality Control..
Conforming to approved plans Inspector: Chandler, Loren
�2nd Inspector-
3rd Inspector.'
Samples Tested In Accordance with ASTM: C 1. 123 . 1 C31 C . 1 7 1 2 . C 39
Sample ID Test Date Age Size Area Set # Total Load
PSI Method Fracture Type:
114479 12/19/201 4fc 4X8 12.6 1/2 53910
4290 C 1231, Cone
114482 12/221201 7 4X8 12.6 1/2 61760
41920 C 1231 Cone Shear
114483 1/12/2012 28 4X8 12.6 112 86000,
6810 C M1 tone
114484 1/12/2012 28 4X6 12.6 1/2 83010
6580 C 1231 Cone
114485 1/12/2011 28 4X8 '12.6 1/2 87950
6970 C 1231 Cone
Distribution: Client Sd Contractor 7'Owner Date Mailed:
Municipality 2 Engineer E] Architect Tested By: Mike Blackwell
7.Distribute Othe , r Reviewed: Mike,Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a mavimum-minimum thermometer). All reports are considered.confidentlal and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
Field/Material Report Report #: 74726
Client Name:
Venture General Contracting LLC
Project Number:
11-248
Contact:
Matt -Parent:
Permit #
BLD 20110469
C . lient Address:
2801 AJaskan Way Suite M 0
Project Name:
Edmonds Way Apartments
Seattle, WA 98121
Address:
�3014/23020 Edmonds Way
Date:
1V29/2611
Air Temperature:
50 F
Supplier Concrete NW
Concrete Temperature:
55'F ASTM C 1064
Material Data: Concrete
-
Air Content:
% ASTM C 231
Plant Number: 125
Slump:
6 ASTM d 1413
Mix Number: 01650
Time Sampled:
11:30:00 AM
Truck Number C138
Added Water
10 ByWho.m:- Driver'
Ticket Number: 128617
Air Entrainment (azlyard):
Number of Samples: 4
Admixtures (oz1y.ard).):I
NC-534 19.0'
Yards placed: 9 of-9
Design Strength: 5000
Inspection Performed: Reinforced Concrete
Location: Cl6sure strip between PT decks, A and
B.
Grid Lines:
Remarks: Concrete was placed by pump.. Samples were taken at the point of placement. Reinforcement was inspected prior
by Yevgeniy Shprits, report #53490. Any Water added was done by Concrete NW driver, and Was kept within the
allowable.
Conforming to approved plans Inspector
Horton,'Tim
2nd Inspector'
3rd Inspector:
Samples Tested in Accordance With ASTM: C 1231 C 3�1 C 172 C 39
Sample ID Test Date Age size, Area Set # Total Load PSI Method Fracture Type
114896 1/5/2011 7 4X8 12.6 2/2 45450 3600. C 1231 Cone Shear
Distribution: Client R] Contractor n Owner Date Mailed:
Municipality RJ Engineer Architect Tested By: Mike Blackwell
Distribute Other RevieWed: Mike Bla�kwell
All tests in, accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section,
10.1.2 (required use of a maximum -minimum thermometer). AJI reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except In full, without the written consent of A.A.R. Testing Laboratory Is strictly
forbidden.
0
0
Field/Material RepOrt Report - 74725
�ATA1101 Tfe"109 I n"20.1 1 HOWS U 101011
se"ITIEWMEMR01 .0.4 Wo—ndSWA19802
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact:- Matt Parent Permit # BLD 20110469
Client Address: 2861 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date: 12/29/2011
Supplier:
Concrete NW
Material Data'
Condete.
Plant Number-
125
Mix Number:
0.1-60A
Truck Number;
C152
Ticket Number.
128605
Number of Samples:
4
Yards placed:
31.5 of 94.5
Design. Strength:
3000
Inspection Performed: Reinforced Concrete
Location: Topping slab over PT parking slab.
Air Temperature:
47 F
Concrete Temperature:
F
ASTM C 1064
Air Content:
%
ASTM C 231
Slump:
43/4 "
ASTM C 143
Time Sampled:
8:45:00 AM
Added Water.,
17
ByWhom: Driver
,Air Enirainment (ozlyard):
Admixtures (oz/yard)):
NC-534
34.0
Grid Lines:
Remarks:' Concrete was placed by pump. Weld Wire mesh was in place as reinforcement. Samples were taken at the point of
discharge, Any water added was.done by CNW drivers, and was kept within the allowable.
6d Conforming to approved plans Inspector: Horton, Tim 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 17'2 C 39
Sample ID Test Date Age Size Area Set 0. Total Load
114892 1/5/2012 7 4X8 12.6 1/2 39060,
PSI Method Fracture Type
3090 C 1231 Shear
Distributiow, Client Contractor owner Date Malle d:
Municipality Engineer Architect Tested By: Mike.Blackwell
Distribute Other Reviewed:. Mike Blackwell
All tests in accordance With the requirements of ASTM C 31 -for casting and curing concrete specimens in the field excluding Section
10. 1.2 (required use of a maximum-minimurn thermometer). All reports are considered confidential and are the properly of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of AA.R. Testing Laboratory is strictly
forbidden.
Field/Material RepOrt Report#: 75797
Client Name: Venture General Contracting LILC Project Number: 11-248
Contact;- Matt Parent
Permit #
BLD 2010469
Client Address: 2801 AJaskan Way Suite 310
Project Name: Edmonds Way Apartments
Seattle, WA 98121
Address:
23014/23020 Edmonds Way
Date: 12/15/2011
Air Temperature:
37 F
Supplier: Concrete NW
Concrete Temperature:
67 F ASTM C 1064
Material Data: Concrete
Air Content:
% ASTM C 231
Plant Number: 125
Slump:
6 ASTM C 143
Mix Number: 01650
Time Sampled:
8:35:00 AM
Truck Number 150
Added Water
-0- ByWhom:
Ticket Number: 27970
Air Entrainment (ozlyard):
Number of Samples: 7
Admixtures (oz/yard)):
GLEN 8.7
Yards placed: 21 of 315.5
Design Strength: 5000
Inspection Performed: Reinforced Concrete
Location: PT Deck Level 2, Southeast Building.
Grid Lines:
Remarks: Concrete placed via pump and mechanically
consolidated with high frequency vibration. 1/2 gallon Glenium added
on site by Quality Control.
Conforming to approved plans Inspector:
Chandler, Loren
2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM:
C 1231
C 31 C 172 C 39
Sample ID Test Date. Age Size
Area
Set # Total Load
PSI Method Fracture Type
114479 12/19/201 4c 4X8
12.6
1/2 53910
4290 C 1231 Cone
114482 12/22/201 7 4X9
12.6
1/2 61760
4920 C 1231 Cone Shear
Distribution: R Client W Contractor F1 owner Date Mailed:
RJ Municipality Engineer F1 Architect Tested By: Mike Blackwell
f-1 Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens In the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
E
0
Field/Material Report Report#: 75798
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent Permit � BLD 2010469
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date: 12/15/2011
Air Temperature:
42 F
Supplier: Concrete NW
Concrete Temperature:-
68 F
ASTM C 1064
Material Data: Concrete
Air Content:
%
ASTM C 231
Plant Number 125
Slump:
6 -
ASTM C 143
Mix Number 01650
Time Sampled:
10:55:00 AM
Truck Number: 137
Added Water
-0-
Bywhom:
Ticket Number 27985
Air Entrainment (o7jyard):
Number of Samples: 8
Admixtures (oz/yard)):
GLEN
9.1
Yards placed: 177 of 315.3
Design Strength: 5.000
Inspection Performed: Reinforced Concrete
Location: PT Deck Level 2, Southeast Building.
Grid Lines:
Remarks: Concrete placed'via pump and mechanically consolidated with high frequency vibration. 1/2 gallon Glenium added
on site by Quality Control.
2 Conforming to approved plans inspector: Chandler, Loren 2nd Inspector;
3rd Inspector:
Samples Tested in Accordance with 4STM: C 12il' C 31 C 172 6 39
Sarriple ID Test Date Age Size Area, Set# Total Load
114486 12/19/201 4fC 4X8 12.6 212 50060
114487 12/19/201 Mc 4X8 12.6 2/2 53910
114490 12/22/201 7 4X8 12;6 2/2 60630
PSI Method Fracture Type,
3990 C 1231 Cone Shear
4290 C 1231 Cone
4830 C 1231 Shear
Distribution: Client W Contractor F1 Owner Date Mailed:
Municipality WJ Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike.Blackwell
Ali tests in accordance with the requirements of ASTM C M for casting and curing concrete specimens In the field exc I luding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except'in full, without the written consent of A-A.R. Testing Laboratory 16 strictly
forbidden,
0
Field/Material RepOrt Report#: 75666
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date: 12/i/2011
Supplier
Concrete NW
Material Data:
Concrete
Plant Number:
125
Mix Number:
016oA
Truck Number
C150
Ticket Number:
. 126075
Number of Samples:
4
Yards placed: 10.5 of,30
Design Strength: 4060
Project Number: 11-248
Permit # BLD20110469
Project Name: Edmonds Way Apartments
Addresc 23014/23020 Edmonds Way
AirTemperature:
40 F
Concrete Temperature:
58 F
ASTM C 1064
'Air Content-.
5.2 %
ASTM C 23.1,.
slump:-
3 3/4 "
ASTM C 143
Time Sampled:
11:20:00.AM
Added -Water
_om
ByWhom:
Air Entrainment (o*ard):
5.0
Admixtures (oz/yard)):
Inspection Performed: Reinforced Concrete
Location: Southeast building parking post tension slab, safety walls.
Grid Lines:
Remarks: Resteel was Inspected prior to concrete placement. It was in conforniance with the drawing (S3.2) and RFI #8
dated 10/10/201 1by grade, size, location, lap.splice and ooncrete.cover. -Concrete was placed, via pump and
mechanically consolidated.
Conforming to approved plans Inspector: Shprlts, Yevgeniy 2nd Inspector:
Samples Tested in Accordance With ASTM:
Sample ID Test.Datel. Age Size
114094
12/8/2011
7
4X8
114095
12/29/201
28
4X8
114096.
12/29/201,
28
4X8
114097
12/2912.01
2.8
4X8
3rd Inspector:
C 1231 C 31 C 172 C 39
Area Set # Total Load Psi., Method Fracture. Type
12.6
1/1
47490
3780
C 1231
Cone Shear
12.6
1/1
68360
5440
61231
Cone
12.6
1/1
71830
5720
C 1231
Cone:
12.6'
1/1
67720
5390
C 1231
Cofib
Disthbution: EVI Client 2 Contractor E] Owner Date Mailed:,
W Municipality Engineer Architect Tested. By: Mike Blackwell
F1 Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
,and A.A.R. Testing Laboratory, Inc. Reproduction except in full, Without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.,
0 1 Field/Material Report Report #: 75668
tin a W SWI ARM I
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent Permit #
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds -Way Apartments
Seattle, WA 9812.1 Add.ress:. 23014/23020 Edmonds Way
Date: 12/.5/2,011
Air Temperature:
Supplier Concrete NW
Concrete Temperature:
64 F ASTM C 1064
Material Data: Concrete
Air Content:
5.1 % ASTM"C 231
Plant Number'. 125
Slump:
4112 ASTM C
Mix Number 150170AG.
Time Sampled:
i 1:5o:o6 Am
Truck Number 137
Added Water.
15 ByWhom: Contractor
Ticket Number. 128132
Air Entralnment (o*ard):
2.5
Number of Samples: 5
Admixtures (ozlyan:1)):
GLEN 25.0
Yards placed- 10 of 10
MBNO54 25.0
Design Strength: 3000
Inspection Performed: Concrete
Location: Sidewalk -along southeast building, northwest end (aipproximately 1/3 of building length).
Grid Lines:
Remarks: Concrete was placed via
truck chute and man6ally consolidated. Contractor is going to cover the concrete with
blankets.
Conform ing t -0 approved plans
Inspector: Shprits, Yevdeniy
2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: 1231 C 211 6 172 C 39
Sample ID
Test Date'
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
114202
12/8/2011
4 X8
12.6
Ill
swo
4010
C 1231
tone Shear
114203
12/812011
3
4X8
12.6
1/1
53310
4240
C 1231
Cone Shear
114204
1/2/201�2
28
4.X-8
12..6.
Ill
841610
6700
1231
Cone Shear
114205
1/212012
28
4X8
12.6
-1/1
87610
6980
C 1231
C6 n&
114206
1/2/2012
28
4X8
12.6
Ill
88740
7070
C 1231
Cone
Distribution: Client P1 Contractor owner Date Mailed:
Municipality. RJ Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM 6 31 for casting and cueing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R.. Testing Laboratory, Inc. Reproduction except in full,'without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
Field Report Report #: 53488
Client: Venture General Contracting'LLC Project Number: 11-248
M1 Alaskan Way Suite 310, Permit #: BLD 20110469
Seattle, WA 98121 Project Name: Edmonds Way -Apartments
Contact: Matt Parent Address: 23014/23020 Edmonds Way
Inspection Performed; Lateral Framing
Date: 12/27/2011 Time: Temperature:
For southeast building inspected exterior shearwall sheathing prior Densglass layer installatior
(wall panels laid on the floor). The shearwalls were of the following locations: at the first wood
frame level, at grids B / 0.3-06; at the 3rd wood frame level at,grids 10 / C-E-3-
Inspected: stud schedule, s - heathing,,size and rate, nail size, spacing, and pattern. As well as
using galvanized nails, at treated wood, all the inspected was n conformance with the drawing,
(sl.2, S2.213, S2.4) and RFI's 19 dated October 20, 28, 2011.
Distribution, . FV-J Distribute Client. 66 Distribute Contractor Inspector: Shorits, Yevgehiy
RJ Distribute Engineer 171 Distribute Owner
RJ Distribute Municipality F-1 Distribute Other Reviewed by: Mike Blackviell
f-1 Distribute Architect [-� Distribute Other
PJI reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in lull without the wItlen oonsent of A,A,R. Testing is strictly forbidden
0
Field/Matbrial RepOrt Report M 754-57
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: 'Matt Parent Permit # BLD20110469
Client Address: 2801 Alaskan Way.Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98V1 Address: 23014/23020 Edmonds Way
Date:
10/26/2011
Air Temperature:
45 F
Supplier
Concrete NW
'Concrete
Concrete Temperature:
63 F
ASTM-C 1064
Material Data:
I .
Air Content:
6.1 %
ASTM C 231
Plant Number
Slump:
5
ASTM C 143
Mix Number:
0365A55
Time Sampled:
10:30:0.0 AM
Truck Number
C137
Added Water
20
ByWhom; Pump Operator
Ticket Number'
127351
Air Entrainment (oz/yard):-
4.5
Number of Sam pies:
4
Admixtures (ortyard)):
Yards placed:
10.5
Design Strength: 4000
Inspection Performed-.* Reinforced Concrete
Location: Two columns at southeast building.
GridLines:
Grid C/8.2 and C/9.2, elevation 1st floor to 2nd floor.
Remarks:
Arrived on site for observation and concrete placement. A total of 10.5
cubic yards of CNW mix #0365A55 was
placed via pump and mechanically consolidated. Temperature, slump and air entrdinment tests were performed
and a set of cylinders cast from concrete placed.
Conforming
to approved plans Inspector: Oliver, Frank
2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID
Test Date Age Size Area Set.# Total Load
PSI Method
Fracture Type
113179
11/2/2011 7 4X8 12.6 213 45760
3640 C 1231
Cone Shear
113180 .
11/23/201 28 4X8 12A 2/3 62840
5000 C 1231
Cone
113181
11/23/201 28 4X8 12.6 2/3 64820
5160 C 1231
Cone
i 13182
11/231201 28 4kg 12.6 2/3 63280
5040 C 1231
done
Distribution: Client W Contractor Owner Date Mailed:
Municipality RJ Engineer Architect Tested By: Mike Blackwell
F I Distribute Other Reviewed: Mike Blackwell
AJI tests in accordance with the requirements of ASTM C 31 for casting and curIng concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
Field/Material Report Report #: 75581
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date: 10/26/2011
Project Number: 11-248
Permit # BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Air Temperature:
45 F
Supplier: Concrete NW
Concrete Temperature:
67 F
ASTM C 1064
Material Data: Concrete
Air Content
6.5 %
ASTM C 231
Plant Number
Slump:
2 -
ASTM C 143
Mix Number: 15SHOT30A
Time Sampled:
11:00:00 AM
Truck Number., C062
Added Water.
-0-
ByWhom:
Ticket Number 127353
Ali Entrainment (oz/yard):
6.4
Number of Samples: 1
Admixtures (oz/yard)):
MB100XR
10.8
Yards placed: 9 of 45
Design Strength: 4000
Inspection Performed: Shotcrete
Location: Southeast Building shotcrete walls.
GddsA/5.OtolO,AtoGI10,CtoE.5/9.2tolO.
GridLines:
Remarks: A total of 45 cubic yards of CNW mix #15SHOT30A was placed utilizing good nozzling technique as described in
ACI 506-recommendation for shotcrete practices. No sloughing, sagging or voids were observed. Shotcrete
contractor. Johnson Western, nozzleman, Glenn McKenney, blowpipe operator, Thomas McCarthy. pump was
Warrior model 3050 by WSI; Ingersoll Rand XP375.
One shotcrete box was cast for compressive strength testing. Slump, temperature and air entrainment tests were
performed from shotcrete placed. Sacrificial steel for cores was intalled at three locations, locations of areas have
been documented by contractor.
RJ Conforming to approved plans Inspector- Oliver, Frank 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 617 C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
113105
11/2/2011
7
Shoterete
21.14
3/3
16590
5280
C 617
Cone Shear
113186
11/23/201
28
Shotcrete
3.14
313
20520
6540
C 617
Cone
113187
11/23/201
28
Shotcrete
3.14
3/3
21340
6800
C 617
Cone Split
113188
11/23/201
28
Shotcrete
3.14
3/3
20610
6560
C 617
Cone Shear
Distribution: Client R] Contractor E] Owner Date Mailed:
Municipality Engineer Architect Tested By: Mike Hottz
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.12 (required use of a maximurn-minimum thermometer). AJI reports are considered confidential and are the property of the client
and A,A.R. Testing Laboratory. Inc. Reproduction except In full, without the written consent of A.A.R. Testing Laboratory Is strictly
forbidden.
a
0
0
Field Report Report #: 52982
Client: Venture General Contractin� LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BLD 20110469
Seattle, WA 98121 Project Name; Edmonds Way Apartments
Contact; Matt Parent Address: 23014123020 Edmonds Way
Inspection Performed: Post Tension
Date: 12/19/2011 'Time:
Temperature,:
:or southeast Building inspected PT slab pour A, stressing. AJI.the distributed tendons were
;tressed by the designed forces. All the elongations were inside calculated values.and
olerances. Not one tendon was broken.
Fhe stressing will be continued tomorrow for banded tendons.
Distribution,: Distribute Client Distribute Contractor Inspector: Shprits, Yevgeniy
Distribute Engineer Distribute Owner
Distribute Municipality Distribute Other Reviewed by: Mike Blackwell
E] Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of.A.A.R. Testing is strictly forbidden
0
0
0
Field Report Report #: 53479
Client: Venture General Contracting LLC
2801 Alaskan Way Sulte.31 0
Seattle, WA 98121
Contact: Matt Parent
Inspection Performed:: Lateral Framing
Date- 12120/2011 Time:
Project Num ber. 11-248
Permit i: BLD 20116469
Project Name. ' Edmonds Way 4artments,
.Address: 23014/23020 Edmonds'Way
Temperature:
�or southeast Building inspected A 35 clips installation at doubled party walls at the top of second
mood ftme floor, for shearwalls W.6 at the following locations 9,8,7 / B-E, 12, 11 I.M.
rhe clips were installed in accordance with the drawing.
Distribution: F,/ Distribute Client bistr ' lbute Contractor Inspector: Shprits, Yevgeniy
Distribute Engineer, Distribute Owner
Distribute Municipality DJ%ribute Othu Reviewed by: Mike Blackwell
Distribute Architect Distribute Othbr
All'reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.,
Reproduction except in full without the written consent of A.A.R. Testing Is strictly forbidden
0
Field Report Report M 53478
Client: Venture General Contracting ILLC Project Number: 11-248
2801 Alaskan Way Suite 3-10 Permit.#: BLD 20110469
Seattle. -WA 98121 Project Name: Edmonds W . ay Apartments
contact: Matt.Parent Address: 23014/23020 Edmonds Way
Inspection Performed' Post Tension.
Date: 12/20/2011 Time:
Temperature:
Forlsoutheast Building completed stressing inspection for PT slab pour A (reference: report #
52982 on December 19,2011). All the tendons (distributed and'banded) were stressed
3uccessfully by designed forces. All the actual elongations were equal to calculated, ones with
designed tolerances. The contractor is waiting for approval of -stressing records on 11 pages
�aftached) for tendon tail finishing
Distribution: Distribute Client RJ Distribute Contractor Inspector: ShpH . is,, I Yevgenly
Distribute Engineer El Distribute Owner
Distribute Municipality Distribute Other Reviewed by: Mike Blackwell
Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Labomtory, Inc.
Reproduction except in full without the written consent,,of A.A.R. Testing Is strictly forbidden
0
0
Field Report Report 0: 53482
Client: Venture General Contracting LLC
2801 Alaskan Way Suite 310
Seattle, WA 96121
Contact: Matt Parent
Inspection Performed: Lateral Framing
Date: 12/21/2011 Time:
Project Number: 11-248
Permit #: BLD 20110469
Project Name: Edmonds Way Apartments
Address: 23D14/23020 Edmonds Way
Temperature:,
'or southeast Building inspectedfloor diaphragm sheathing and its attachment for fragment of
loor between 2nd and 3rd wooden floor within gridline B-H / 6-10. It was in conformance with the
Irawing by sheathing size and span rate, as well as nail size spacing and pattern.
Distribution: nV Distribute Client Distribute Contractor Inspector: Shprits, Yevgenly
Distribute Engineer Distribute Owner
Distribute Municipality F1 Disiribute Other Reviewed by: Mike Blackwell
Distribute Architect n Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc,
Reproduction except In full without the written consent of A.A.R. Testing is strictly forbidden
0
Field Report. Report #: 53481
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaikan Way Suite 310 Permit BLD 20110460
Seattle, WA 98121
Project Name: Edmonds Way Apartments
Contact: Matt Parent
Address: 23014/23020 Edmonds Way
Inspection Performed: Post Tension
Date: 12/21/2011 Time., Temperature:
On site by request to inspection for southeast Building tendon tale cutting for PT slap, pour A.
The contractor cut tendon tails by gas torch with protrusion 1 "A 1/2", through the anchoring
devices. Not one of the cut tendons slipped into concrete, neither before nor during tale cutting.
The contractor stopped the work (due, to equipment malfunction), and Is going to cut tomorrow
tails for ended tendons B01, B02, B05, and B06, as well as distributed tendons along gridline 18.
Distribution. Distribute Client W Distribute Contractor- Inspector: Shprits, Yevgeniy
Distribute Engineer n Distribute Owner Reviewed by- Mike BlackweJl
Distribute Municipality n Distribute orther
Distribute Architect n. Distribute Other
All reports areconsidered confidential and*are the property of the client and A.A.R. Testing Latipratory, Inc.,
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
Field Report Report #: 5U83
Client- Venttire.General Contracting LLC Project Number' 11-248,
2801 Alaskan Way Suite 310 Permit #: BLD 200110469
Seattle, WA 98121 Project Name: EdmondsWay Apartments
Contact: Matt Parent Address: 23014/23U0 Edmonds Way
Inspection Performed: Post Tension
Date: 12/2212011 Time: Temperature:
i site, to complete inspection of tendon tale.cutting, (also, see report #53481 on Dece * mber
12). For PT slab pour A, southeast Building. The contractor used acetylene -oxygen torch to
t tendon tales with 1 1 1/2",,protrusion through the anchoring devices. Not one slipped
idon was found before and after cutting.
e contractor is going to start tendon end finishing by.kustoleum, grease cap installation, and
n-shrinking grout patching holes.
Distribution: Distribute Client R] Distribute Contractor Inspector: S.hpdts, Yevgenly
Distribute Engineer 171 Distribute. Owner
Distribute Municipality F Distribute Other Reviewed by- Mike Blackwell
Distribute Architect E] Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, ;nc.
Reproduction except in full without the written consent of A.A.R. Testing is strictlyforbidden
4
0
0
Field Report Report #: 53486
Client: Venture General Contracting LLC PrIpiectNumber. 11�248
2801 AJaskan Way Suite 310 Permit #: BLD 20110469
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact- Matt Parent Address: 23014123020 Edmonds Way
Inspection Pedormed: Lateral Framing
Date: 12123/2011 Time:- Temperature:
southeast Building inspected exterior wall sheathing prior dens glass panel. Installation (Wall
als were laying on the floor) at the following locations:.
t wood frame level, at grids B.2 / 0.8-5, F.7 / 13.8-15.
Third wood frame, floor level at grids-1 O/C-G.2, H/1 0-11,, B.2 / 6:87-9.6.
Inspected . sheathing size, nail size, spacing and pattern, as well as using galvanized nails in
treated wood. All the inspected was in conformance with the drawing (S1.0, S1:2, S2.26,S2.4
Distribution.. W Distribute Client W Distribute Contractor Inspector: Shprits, Yevgeniy
Distribute Engineer Distribute, Owner
Distribute Municipality Distribute Other Reviewed by: Mike Blackwell,
Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
Field/Material RepOrt Report#: 75433
GeCrri�riil, IWA 98052
XAR. Y�itlftj orat66ry, ln'c_.7114i�
Phbne 425.884.581:2 Fdg
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date: 11/14/2011
Project Number: 11-248
Permit # BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Supplier: Concrete NW Air Temperature: 40 F
Material Data: Concrete Concrete Temperature: 44 F ASTM C 1064
Air Content: 4.9 % ASTM C 231
Plant Number: 125
Mix Number: 0365A55 Slump: 4 1/2 ASTM C 143
Truck Number: C012 Time Sampled: 1:30:00 PM
Added Water: -0- ByWhom:
Ticket Number: 127809
Number of Samples: 4 Air Entrainment (oz/yard): 4.5
Yards placed: 10 Admixtures (oz/yard))
Design Strength: 4000
Inspection Performed: Reinforced Concrete
Location: Southeast building columns and column pad.
Grid Lines: K/13.9, 15.7, 17, 17.6, C/3.2, H.8114, J.9113.9 and column pad L/17.6.
Remarks: Resteel for columns was inspected previously, for column pads it was prior to the concrete placement. It was in
conformance with the drawing. Concrete was placed via pump and mechanically consolidated.
fv� Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
113624
11/211201
7
4 X 8
12.6
1/1
51330
4090
C 1231
Cone
113625
12/12/201
28
4 X 8
12.6
1/1
73720
5870
C 1231
Cone
113626
12/12/201
28
4X8
12.6
1/1
69490
5530
C 1231
Cone
113627
12112/201
28
4 X 8
12.6
1/1
70280
5600
C 1231
Cone
Distribution: Ov Client ov, Contractor Owner Date Mailed:
[,/J- Municipality Engineer Architect Tested By: Mike Blackwell
[—I Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory Is strictly
forbidden.
Field/Material RepOrt Report #: 75434
NIEMA K2"
,AAIRf-�E�6 L�ab6���qry,iWc.-,i.1�26n8Oi�YAv"et �a�rkTlib'W§*ute.C-fbl"��ed�mond-*WA9 05
T.Stl,Ylff 5-44
4P h '88. ax
Client Name:
Venture General Contracting LLC Project Number: 11-248
Contact:
Matt Parent Permit # BLD20110469
Client Address:
2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date:
11/15/2011
Air Temperature: 43 F
Supplier:
Concrete NW
Concrete Temperature: 57 F ASTM C 1064
Material Data:
Concrete
Air Content: % ASTM C 231
Plant Number:
Everett
Slump: 6 ASTM C 143
Mix Number:
01650
Time Sampled: 11:30:00 AM
Truck Number:
C152
Added Water: 5 ByWhom: QC
Ticket Number:
127850
Air Entrainment (oz/y@rd):
Number of Samples:
8
Admixtures (oz/yard)) GLEN 9.1
Yards placed:
204 of 256
Design Strength:
5000
Inspection Performed: Reinforced Concrete
Location: Southeast
building PT slab, pour B.
Grid Lines:
Remarks: Concrete was placed via a pump. Added water on site was less that allowable shown on batch plant ticket.
6 oz. GLEN added on site by QC.
Dv Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM:
C 1231
C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
113632
11/221201
7
4 X 8
12.6
2/2
62800
4980
C 1231
Cone
113633
12/13/201
28
4X8
12.6
2/2
84110
6660
C 1231
Cone Shear
113634
12/13/201
28
4X8
12.6
212
82610
6550
C 1231
Shear
113635
12/13/201
28
4 X 8
12.6
212
79510
6300
C 1231
Cone
113676
11/18/201
3fc
4X8
12.6
2/2
33710
2680
C 1231
Cone
113677
11/18/201
3fc
4 X 8
12.6
2/2
34070
2710
C 1231
Cone
113678
11/211201
6fc
4 X 8
12.6
2/2
51850
4130
C 1231
Cone Shear
Distribution: n./ Client 7V Contractor 7 owner Date Mailed:
Municipality &/J Engineer EJ Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material Report Report #: 75435
_Y6 7'� J7,P_
esting Lalb�cieat I W�774 &t�;Rv . E'
ft �18$Xufii.Zi011. RWcirr
�,ax,,42 8
11ph6he 425.8811�� QI -.,�44
T'
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Project Number: 11-248
Permit # BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Date: 11/15/2011
Air Temperature:
36 F
SuppIler: Concrete NW
Concrete Temperature:
55 F ASTM C 1064
Material Data: Concrete
Air Content:
% ASTM C 231
Plant Number: Everett
Slump:
5 ASTM C 143
Mix Number: 01650
Time Sampled:
9:25:00 AM
Truck Number: C061
Added Water:
5 ByWhom: QC
Ticket Number: 127827
Air Entrainment (oz/yard):
Number of Samples: 8
Admixtures (oz/yard))
GLEN 9.1
Yards placed: 40of256
Design Strength: 5000
Inspection Performed: Reinforced Concrete
Location: Southeast building PT slab, pour B.
Grid Lines:
Remarks: Concrete was placed via a pump. Added water on site was less that
allowable shown on batch plant ticket.
6 oz. GLEN added on site by QC.
Conforming to approved plans Inspector:
Shprits, Yevgeniy
2nd Inspector: Subcontractor
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
113628
11/22/201
7
4 X 8
12.6
1/2
70880
5620
C 1231
Cone
113629
12/13/201
28
4X8
12.6
1/2
92790
7350
C 1231
Cone
113630
12/13/201
28
4 X 8
12.6
1/2
92470
7330
C 1231
Cone Shear
113631
12/13/201
28
4 X 8
12.6
1/2
95570
7570
C 1231
Cone
113672
11/18/201
3fc,
4 X 8
12.6
1/2
42730
3400
C 1231
Cone Shear
113673
11/21/201
6fc
4X8
12.6
1/2
57000
4540
C 1231
Cone Shear
Distribution: client W Contractor f_� Owner Date Mailed:
Municipality F,/—] Engineer F-I Architect Tested By: Mike Holtz
E] Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10. 1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full. without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material Report Report #: 75437
Jk.A.-R. -T*er�*t-iqg--,L-,,a-b-,orei-to"* ',18'0,�SUIte'C101,,Rec1mond, WA98052
rtyilint 71,
4-
Mone 425.'881.581-2 Fax;-4251881'5441
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date: 11/21/2011
Project Number:
11-248
Permit#
BLD20110469
Project Name:
Edmonds Way Apartments
Address:
23014/23020 Edmonds Way
Air Temperature:
35 F
Supplier: Concrete NW
Concrete Temperature:
50 F ASTM C 1064
Material Data: Concrete
Air Content:
4.8 % ASTM C 231
Plant Number: 125
Slump:
5 ASTM C 143
Mix Number: 0365A55
Time Sampled:
12:10:00 PM
Truck Number: C138
Added Water:
10 ByWhom: Contractor
Ticket Number: 127928
Air Entrainment (oz/yard):
4.0
Number of Samples: 4
Admixtures (oz/yard))
Yards placed: 8 of 8
Design Strength: 4000
Inspection Performed: Reinforced Concrete
Location: Southeast building columns.
GridLines: U17.6, L/18 and K/18 partly (top 30% of height).
Remarks: Resteel was inspected previously.
Concrete was placed via a pump
and mechanically consolidated.
E-/3 Conforming to approved plans Inspector: Shprits, Yevgeniy
2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
113910
11/28/201
7
4 X 8
12.6
1/1
43280
3430
C 1231
Cone Shear
113911
12/191201
28
4X8
12.6
ill
67930
5380
C 1231
Cone Shear
113912
12/191201
28
4X8
12.6
ill
67100
5320
C 1231
Cone
113913
12/19/201
28
4 X 8
12.6
1/1
67130
5320
C 1231
Cone Shear
Distribution: Client 7v Contractor F-1 owner Date Mailed:
Municipality F-/-1 Engineer F-1 Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A. R. Testing Laboratory is strictly
forbidden.
0
Field Report Report 53483
A.AA—festinb La_bo�r�atory, -Inc. 7126 180th.,Ave�N-.lE-.j Park 180, 'uIte C,.101,, eam*orfd, WA 98052
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BLD 200110469
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23014/23020 Edmonds Way
Inspection Performed: Post Tension
Date: 12/22/2011 Time: Temperature:
n site, to complete inspection of tendon tale cutting, (also, see report #53481 on December
)l 2). For PT slab pour A, southeast Building. The contractor used acetyiene-oxygen torch to
it tendon tales with 1 " - 1 1/2", protrusion through the anchoring devices. Not one slipped
ndon was found before and after cutting.
The contractor is going to start tendon end finishing by Rustoleum, grease cap installation, and
non -shrinking grout patching holes.
Distribution: FV� Distribute Client R] Distribute Contractor Inspector: Shprits, Yevgenly
Distribute Engineer n Distribute Owner
Distribute Municipality Distribute Other Reviewed by: Mike Blackwell
Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
0
0
0
Field Report Report #: 53486
_Xkkf sii- '-' LaJ6. -, i6i4;'Iiii_. 4.60-t-h Ave-; N. E*'., - Pii r_k_.1*"8"0,_ S--u—i f__e_,C_A' -0, 1., 'k-e-6m, o n d'," W__A' 9*8 0* 5-2*
q .90 , _ �. . : .
Phone, I
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Perm it #: BLD 20110469
Seattle WA 98121
I Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23014/23020 Edmonds Way
Inspection Performed: Lateral Framing
Date: 12/23/2011
Time:
Temperature:
For southeast Building inspected exterior wall sheathing prior dens glass panel. Installation (wall
panels were laying on the floor) at the following locations:
First wood frame level, at grids B.2 / 0.8-5, F.7 / 13.8-15.
Third wood frame, floor level at grids 10/C-G.2, H/1 0-11, B.2 / 6.8-9.6.
Inspected sheathing size, nail size, spacing and pattern, as well as using galvanized nails in
treated wood. All the inspected was in conformance with the drawing (S1.0, S1.2, S2.26,S2.4).
Distribution: WI Distribute Client F�eq Distribute Contractor Inspector: Shprits, Yevgeniy
F-/� Distribute Engineer n Distribute Owner
Distribute Municipality FJ Distribute Other Reviewed by: Mike Blackwell
Distribute Architect E] Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A,A.R. Testing is strictly forbidden
Field/Material RepOrt Report #: 75433
- 7R7-
AAR.. Testing Labbeaitory, Inc.. 71-26 f8_0t6JF -Vir—kI
Ve! .
a
Phoi_ne,�26688'f:58i2 Fax 5441
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date: 11/14/2011
Project Number: 11-248
Permit # BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014123020 Edmonds Way
Supplier: Concrete NW Air Temperature: 40 F
Material Data: Concrete Concrete Temperature: 44 F ASTM C 1064
Air Content: 4.9 % ASTM C 231
Plant Number: 125
Mix Number: 0365A55 Slump: 4 1/2 ASTM C 143
Truck Number: C012 Time Sampled: 1:30:00 PM
Ticket Number: 127809 Added Water: -0- ByWhom:
Number of Samples: 4 Air Entrainment (oz/yard): 4.5
Yards placed: 10 Admixtures (oz/yard))
Design Strength: 4000
Inspection Performed: Reinforced Concrete
Location: Southeast building columns and column pad.
Grid Lines: K/13.9, 15.7, 17, 17.6, C/3.2, H.8/14, J.9/13.9 and column pad L/17.6.
Remarks: Resteel for columns was inspected previously, for column pads it was prior to the concrete placement. It was in
conformance with the drawing. Concrete was placed via pump and mechanically consolidated.
Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
113624
11/21/201
7
4 X 8
12.6
1/1
51330
4090
C 1231
Cone
113625
12/12/201
28
4 X 8
12.6
1/1
73720
5870
C 1231
Cone
113626
12/12/201
28
4X8
12.6
1/1
69490
5530
C 1231
Cone
113627
12/12/201
28
4 X 8
12.6
1/1
70280
5600
C 1231
Cone
Distribution: 0,/ Client ov Contractor Owner Date Mailed:
[-/J- Municipality Engineer Architect Tested By: Mike Blackwell
F-1 Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material RepOrt Report #: 75434
�fi6, �8- b6h � k�A-. If.' 01A.li 1�6; 1�lieib f6l, Re8m
X.A.R. testing La6oratory,'Inc. 'ondi, WA 9805�
�Phone 425.88i.58,12-Fax,,,425�88l.:5,441
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date: 11115/2011
Project Number: 11-248
Permit# BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Air Temperature: 43 F
Supplier: Concrete NW
Concrete Temperature: 57 F
ASTM C 1064
Material Data: Concrete
Air Content: %
ASTM C 231
Plant Number: Everett
Slump: 6
ASTM C 143
Mix Number: 01650
Time Sampled: 11:30;00 AM
Truck Number: C152
Added Water: 5
ByWhom: QC
Ticket Number: 127850
Air Entrainment (oz/yard):
Number of Samples: 8
Admixtures (oz/yard)) GLEN
9.1
Yards placed: 204 of 256
Design Strength: 5000
Inspection Performed: Reinforced Concrete
Location: Southeast building PT slab, pour B.
Grid Lines:
Remarks: Concrete was placed via a pump.
Added water on site was less that allowable shown on batch plant ticket.
6 oz. GLEN added on site by QC.
9J Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM:
C 1231 C 31 C 172 C 39
Sample ID Test Date Age Size
Area Set # Total Load PSI
Method Fracture Type
113632 11/22/201 7 4X8
12.6 212 62800 4980
C 1231 Cone
113633 12113/201 28 4X8
12.6 2/2 84110 6660
C 1231 Cone Shear
113634 12113/201 28 4X8
12.6 2/2 82610 6550
C 1231 Shear
113635 12/13/201 28 4X8
12.6 2/2 79510 6300
C 1231 Cone
113676 11/18/201 3fc 4 X 8
12.6 2/2 33710 2680
C 1231 Cone
113677 11/18/201 3fc 4X8
12.6 212 34070 2710
C 1231 Cone
113678 11/21/201 6fc 4X8
12.6 2/2 51850 4130
C 1231 Cone Shear
Distribution: E-/) Client
rV-1 Contractor Owner
Date Mailed:
WJ Municipality
Engineer Architect
Tested By: Mike Blackwell
f-I Distribute Other
Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maxim um -mini mum thermometer).
All reports are considered confidential
and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction
except In full, without the written consent of A.A.R.
Testing Laboratory is strictly
forbidden.
Field/Material Report Report #: 75435
___ _E_ ii- , . .__
kkll� Tdstln� Lab�oedtory,lnci 7426,180th -Ave..W., .ajW1k uite.C101,, Redmond, WA
Phone 4-25.881.5812 Fax 425.881.�5"Il
r
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date: 11/1512011
Project Number: 11-248
Permit # BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Air Temperature:
36 F
Supplier: Concrete NW
Concrete Temperature:
55 F
ASTM C 1064
Material Data: Concrete
Air Content:
%
ASTM C 231
Plant Number: Everett
Slump:
5
ASTM C 143
Mix Number: 01650
Time Sampled:
9:25:00 AM
Truck Number: C061
Added Water:
5
ByWhom: QC
Ticket Number: 127827
Air Entrainment (oz/yard):
Number of Samples: 8
Admixtures (oz/yard)):
GLEN
9.1
Yards placed: 40 of 256
Design Strength: 5000
Inspection Performed: Reinforced Concrete
Location: Southeast building PT slab, pour B.
Grid Lines:
Remarks: Concrete was placed via a pump.
Added water on site was less that
allowable shown on batch plant ticket.
6 oz. GLEN added on site by QC,
Fv-01 Conforming to approved plans Inspector:
Shprits, Yevgeniy
2nd Inspector:
Subcontractor
3rd Inspector:
Samples Tested in Accordance with ASTM:
C 1231
C 31 C 172 C 39
Sample ID Test Date Age Size
Area
Set # Total Load
PSI
Method Fracture Type
113628 11/22/201 7 4 X 8
12.6
1/2 70880
5620
C 1231 Cone
113629 12/13/201 28 4X8
12.6
1/2 92790
7350
C 1231 Cone
113630 12/13/201 28 4X8
12.6
1/2 92470
7330
C 1231 Cone Shear
113631 12113/201 28 4 X 8
12.6
1/2 95570
7570
C 1231 Cone
113672 11/18/201 3fc 4 X 8
12.6
1/2 42730
3400
C 1231 Cone Shear
113673 11/21/201 6fc 4X8
12.6
1/2 57000
4540
C 1231 Cone Shear
Distribution: client W Contractor F-1 owner Date Mailed:
Municipality fV_J Engineer F-1 Architect Tested By: Mike Holtz
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material RepOrt Report #: 75437
esting t ryi1hc. 71,26 rk_l80,,SuiW.,C101, Redfnbnd, lwk§w�
A.AA T Lailbora o' 't
Phone 42'5.'881.581*2 Fax �25`.'d81!'5'4?41`
Client Name:
Contact:
Client Address:
Date:
Venture General Contracting LLC Project Number: 11-248
Matt Parent Permit # BLD20110469
2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
11/21/2011
Air Temperature:
35 F
Supplier:
Concrete NW
Concrete Temperature:
50 F ASTM C 1064
Material Data:
Concrete
Air Content:
4.8 % ASTM C 231
Plant Number:
125
Slump:
5 ASTM C 143
Mix Number:
0365A55
Time Sampled: 12:10:00 PM
Truck Number:
C138
Added Water: 10
ByWhom: Contractor
Ticket Number:
127928
Air Entrainment (oz/yard): 4.0
Number of Samples:
4
Admixtures (oz/yard)):
Yards placed:
8 of 8
Design Strength:
4000
Inspection Performed: Reinforced Concrete
Location: Southeast building columns.
GridLines: U17.6, U18 and K/118 partly (top 30% of height).
Remarks: Resteel was inspected previously. Concrete was placed via a pump and mechanically consolidated.
F/7 Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
113910
11/281201
7
4 X 8
12.6
ill
43280
3430
C 1231
Cone Shear
113911
12/19/201
28
4X8
12.6
ill
67930
5380
C 1231
Cone Shear
113912
12/19/201
28
4X8
12.6
1/1
67100
5320
C 1231
Cone
113913
12/19/201
28
4X8
12.6
1/1
67130
5320
C 1231
Cone Shear
Distribution: Fv] Client Contractor owner Date Mailed:
Municipality Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
40 forbidden.
Field Report Report #: 52982
es I -T te,0101, Rei'dafo
--Varik .8-6, �Jifi n-J, WA-9.�.6&2
a. ora ryi C -W
-KX-K-Y-' ting, L' 6 " 1064 - In
Phdn� 42081'.5812',F�x.42 . 5.t.48'1:641
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Perm it #: BLD 20110469
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address; 23014123020 Edmonds Way
Inspection Performed: Post Tension
Date: 12/19/2011
Time:
Temperature:
-or southeast Building inspected PT slab pour A, stressing. All the distributed tendons were
;tressed by the designed forces. All the elongations were inside calculated values and
olerances. Not one tendon was broken.
Fhe stressing will be continued tomorrow for banded tendons.
Distribution: [--/] Distribute Client RJ Distribute Contractor
OV Distribute Engineer F� Distribute Owner Inspector: Shprits, Yevgeniy
F/-] Distribute Municipality f-) Distribute Other Reviewed by: Mike Blackwell
0 Distribute Architect F-1 Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in lull without the written consent ol A.A,R. Teslin, is strictly forbidden
0
Field Report Report #: 53479
sting Lzi'4otato'ry 180, -Suite, C101, Redmond,
i n c. 7 1 A, 6 fh A�e A §86k
1
Phqnd
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BLD 20110469
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23014/23020 Edmonds Way
Inspection Performed: Lateral Framing
Date: 12/20/2011 Time: Temperature:
�or southeast Building inspected A 35 clips installation at doubled party walls at the top of second
/ood frame floor for shearwalls W6 at the following locations 9,8,7 / B-E, 12, 11 / B-E.
'he clips were installed in accordance with the drawing.
Distribution: F/� Distribute Client Z Distribute Contractor Inspector: Shprits, Yevgeniy
Z Distribute Engineer Distribute Owner
f,/-] Distribute Municipality Distribute Other Reviewed by: Mike Blackwell
7 Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing Is strictly forbidden
0
Field Report
A.A.R. Testing Laborai!bry,-.ln,c.7126 180th-AVe.N!E R' rk
8 25�
Phonei425:88;1'.5 12., ai�.4
Report 9: 53478
t C
m 980
Client: Venture General Contracting LLC
Project Number:
11-248
2801 Alaskan Way Suite 310
Permit #:
BLD 20110469
Seattle, WA 98121
Project Name:
Edmonds Way Apartments
Contact: Matt Parent
Address:
23014/23020 Edmonds Way
Inspection Performed: Post Tension
Date: 12/20/2011 Time: Temperature:
-or southeast Building completed stressing inspection for PT slab pour A (reference: report #
i2982 on December 19, 2011). All the tendons (distributed and banded) were stressed
;uccessfully by designed forces. All the actual elongations were equal to calculated ones with
lesigned tolerances. The contractor is waiting for approval of stressing records on 11 pages
attached) for tendon tail finishing
Distribution: fV� Distribute Client 0,/ Distribute Contractor Inspector: Shprits, Yevgeniy
Distribute Engineer F� Distribute Owner
Distribute Municipality Distribute Other Reviewed by: Mike Blackwell
Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except In full without the written consent of A.A.R. Testing is strictly forbidden
0 Field Report Report #: 53482
'_t6st r _61 _01',"' d—
A.AA 610 U13�rat��,i I'nc. -i46 �hii�TfgO, ��Fte Rdclrnon� , WA 9805
Ph.one',425,. "14t'&.12 Fax 495.48.1 i544"l-
48,
0
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BILD 20110469
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23014/23020 Edmonds Way
Inspection Performed: Lateral Framing
Date: 12/21/2011 Time; Temperature:
:or southeast Building inspected floor diaphragm sheathing and its attachment for fragment of
loor between 2nd and 3rd wooden floor within gridline B-H / 6-10. It was in conformance with the
Irawing by sheathing size and span rate, as well as nail size spacing and pattern-. _
Distribution: f-/] Distribute Client 91 Distribute Contractor Inspector: Shprits, Yevgeniy
F-/-] Distribute Engineer Distribute Owner
f,-/] Distribute Municipality Distribute Other Reviewed by: Mike Blackwell
[_� Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
0 Field Report
0
k.A.R. Te.stihg Lab�pratdr�y; linc; 7-12-6 180th,AveAE., P 6*tk
Fho9e,42 5812 Fax 42!
Report ft: 53481
.'Sulid i:ibi-, keamon�i*A §86i
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BLD 20110469
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23014123020 Edmonds Way
Inspection Performed: Post Tension
Date: 12/21/2011 Time: Temperature:
Dn site by request to inspection for southeast Building tendon tale cutting for PT slap, pour A.
Fhe contractor cut tendon tails by gas torch with protrusion 1 "-1 1/2", through the anchoring
levices. Not one of the cut tendons slipped into concrete, neither before nor during tale cutting.
Fhe contractor stopped the work (due, to equipment malfunction), and is going to cut tomorrow
ails for ended tendons B01, B02, B05, and B06, as well as distributed tendons along gridline 18.
Distribution: 7-/ Distribute Client 0 Distribute Contractor Inspector: Shprits, Yevgeniy
W Distribute Engineer L] Distribute Owner
0,/ Distribute Municipality EJ Distribute Other Reviewed by: Mike Blackwell
0 Distribute Architect 0 Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
0
Field Report Report #: 53096
-A.A.R*. Te-sting -Laboratory, Inc. �11-i6 1866 Ave.h.E., 10�i�kVlk, —8'Ultd C1 01, Redmondi WA 98052
Phone. 425.881.5812 Fax 42 -.544.1
Client: Venture General Contracting ILLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BLD20110469
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23014123020 Edmonds Way
Inspection Performed: Post Tension
Date: 10/19/2011 Time: 11:00:00 AM Temperature:
nspected concrete placement into southeast building parking post tension slab.
Doncrete Northwest mix #01650 was used. 154 cubic yards were placed (see report #75373
Jated 10/19/201 1)..Attention was paid for concrete consolidation, especially around the columns
and post tension anchoring devices. No Sig n ifiCant displacement of either cables or mild resteel
ivas found.
Distribution: F-/� Distribute Client Distribute Contractor Inspector: Shprits, Yevgeniy
FV� Distribute Engineer Distribute Owner
0-/ Distribute Municipality Distdbute Other Reviewed by: Mike Blackwell
F—I Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full willout the written consent of A.A,R. Testing is strictly forbidden
Field Report Report#: � 53097
Pise'lkil 0,! u te-
dr' Inc.71126-1 Redrb*dn .WA-98052
.4.A.R.Tbsting Lab:o'rat**
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BLD20110469
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23014/23020 Edmonds Way
Inspection Performed: Post Tension
Date: 10/18/2011 Time: Temperature:
Completed resteel inspection for southeast building parking post tension slab (see also report
#53098 dated 10/17/2011). The contractor completed installation of all mild steel and verification
of all clearances for PT tendons and mild steel. All inspected steel was in conformance with the
drawing by layout and profiles for tendons and grade, size, lap splice and concrete cover for mild
The structural engineer made a technical visit during this inspection. All discrepancies were fixed
during inspection. The contractor is supposed to clean the deck by the end of the day.
Distribution: Distribute Client Distribute Contractor Inspector: Shprits, Yevgeniy
Distribute Engineer Distribute Owner
Distribute Municipality Distribute Other Reviewed by: Mike Blackwell
Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R, Testing is strictly forbidden
E
0
Field Report Report #: 53098 1
KAUR-'.
Phon�e' 425.881
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BLD20110469
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23014/23020 Edmonds Way
Inspection Performed: Post Tension
Date: 10/17/2011 Time: Temperature:
For south building parking post tension slab, performed resteel inspection. The following items
were inspected:
1) Tendon installation -all the tendons were installed in conformance with designed layout.
Profiles were in progress, all anchoring devices were installed in conformance with the drawing.
2) Mild steel installation -was in progress, the perimeter dowels and wall verticals were not
installed. Also, the contractor is going to verify the proper concrete cover for hairpins along the
tendon anchoring devices. The inspected will be continued after resteel installation is completE
Distribution: [-/J_ Distribute Client Distribute Contractor Inspector: Shprits, Yevgeniy
W/ Distribute Engineer Distribute Owner
E-/] Distribute Municipality Distribute Other Reviewed by: Mike Blackwell
F_� Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent ol A,A.R ' Testing is strictly forbidden
0
0
Field Report
F - - Z-i. �14� I - - - * - - -d I "T '4.W- i-
A.A.R..'Tdstlp� Laboritoiyj� ih '. Rli& f6&K-A '6 -iff,""i ii
- -, -4 ak '
0.h9n'e.425.;ii.1. 4
Report #: 53083
,—Ve, A 1,,Rbdinond,-WAV8d52
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BLD20110469
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23014/23020 Edmonds Way
Inspection Performed: Resteel
Date: 10/12/2011 Time: Temperature:
nspected resteel for basement shotcrete walls at south building, grids E.3/10.1-12 and D/8-5.
Resteel was in conformance with the drawing, steadily installed with non -contact lap.
Distribution: Distribute Client R] Distribute Contractor Inspector: Shprits, Yevgeniy
Distribute Engineer F� Distribute Owner
EV] Distribute Municipality n Distribute Other Reviewed by: Mike Blackwell
F Distribute Architect F-1 Distribute Other
All reports are considered confidential and are the property of the.client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
Field/Material Report . Report#: 75217
A.A. R* .- Tds'ting' L_ -a b-o'r at o* ry, -InAc-. Y14�- i6th* A'v-'e!-Ni*.'E...,'-P--a'rk,-Ibd,, �Ulte d_*n__d', _W__A 98'0'*'5'-2'
Phond 425;88,1.581'-2 Fax 425.881.5441
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date: 10/10/2011
Project Number: 11-248
Permit BLD20110468,69
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Supplier: Concrete NW Air Temperature: 48 F
Material Data: Concrete Concrete Temperature: 66 F ASTM C 1064
Air Content: % ASTM C 231
Plant Number: 125
Slump: 4 ASTM C 143
Mix Number: 18350F
Truck Number: C137 Time Sampled:
Ticket Number: 126838 Added Water: -0- ByWhom:
Number of Samples: 4 Air Entrainment (oz/yard):
Yards placed: 21 of 56 Admixtures (oz/yard))
Design Strength: 3000
Inspection Performed: Reinforced Concrete
Location: South and north buildings wall and column footings.
Grid Lines: South -wall footing within grid M-K.9/17-17.2 and M11 7-2-18; column footings L/1 8, K/1 8, G.4/1 0.1 and E. 1/6.5.
is North -wall and column footings at 25/C-D.
Remarks: Resteel was inspected prior to concrete pla cement. It was in conformance with the drawing by grade, size,
location, lap splice and concrete cover, Concrete was placed by chute and mechanically consolidated.
Conforming to approved plans inspector: Shprits, Yevgenly 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type
112825 10/17/201 7 4 X 8 12.6 1/1 37420 2980 C 1231 Cone
Distribution: RJ Client Fv-fl Contractor owner Date Mailed:
Eve) Municipality Engineer Architect Tested By: Mike Blackwell
0 Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material RepOrt Report#: 75425
'in h keitin-on�,' WA 9�05
XAR. Testing Lab6tatory, , c.,7-1;6 180t i AVe.N. P air
5?
PhdnO.-425' - 881,%J-�,FbX42 881.5.441-
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent Permit # BLD20110469
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date: 10/5/2011
Air Temperature:
65 F
Supplier: Concrete NW
Concrete Temperature:
68 F ASTM C 1064
Material Data: Concrete
Air Content:
6.4.% ASTM C 231
Plant Number: 125
Slump:
4 1/2 " ASTM C 143
Mix Number: 01 60A
Time Sampled:
8:00:00 AM
Truck Number: C151
Added Water:
10 ByWhom: Contractor
Ticket Number: 126696
Air Entrainment (oz/yard):
5.0
Number of Samples: 4
-
Admixtures (ozlyard))
Yards placed: 10.5 of 82
Design Strength: 4000
Inspection Performed: Reinforced Concrete
Location: Southeast building slab on grade and columns.
Grid Lines: Slab on grade at 13.2-1-1/1 OA-1 OD and columns
at G.4/10.8 and G.7/11.5.
Remarks: Resteel for footings inspected prior to concrete placement, it was in
conformance with the drawing. Concrete was
placed via pump and mechanically and manually consolidated. Added
water was less than allowable shown on
batch plant ticket.
Conforming to approved plans Inspector:
Shprits, Yevgeniy
2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID Test Date Age Size Area
Set # Total Load
PSI Method Fracture Type
112636 10/12/201 7 4X8 12.6
1/2- 44870
3570 C 1231 Cone
Distribution: Client n-/ Contractor Fj owner Date Mailed:
municipality Engineer Architect Tested By: Mike Blackwell
0 Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a' maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material RepOrt Report#: 75200
A.A.R. -resilng Ldboratory, Int. 712i 1tdihAve;*k-'E_,, Par�,iib, 8uite 6bi, Re-drrfdn'd, WA-*98052-
Phone, 42,5_0;.%5.'8li Fa'x' 42' 5*.8'T8'1.5_,441
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date: 9/16/2011
Project Number: 11-248
Permit # BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Air Temperature:
58 F
Supplier: Concrete NW
Concrete Temperature:
66 F ASTM C 1064
Material Data: Concrete
Air Content:
% ASTM C 231
Plant Number: 125
Slump:
33/4 ASTM C 143
Mix Number: 1835OF
Time Sampled:
10:00:00 AM
Truck Number: C146
Added Water:
-0- ByWhom:
Ticket Number: 126239
Air Entrainment (oz/yard):
Number of Samples: 4
Admixtures (o7/yard))
Yards placed: - 52 of 133
Design Strength: 4000
Inspection Performed: Reinforced Concrete
Location: South building -wall footings along retaining
(shoring) wall from grid L.8
to 10.D and all the perimeter walls within H-
Grid Lines:
Remarks: Concrete was placed via truck chute and
mechanically consolidated.
No water was added on site.
FvJf Conforming to approved plans Inspector:
Shprits, Yevgeniy
2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
112258
9/2312011
7
4X8
12.6
1/1
33700
2680
C 1231
cone
112259
10/14/201
28
4X8
12.6
1/1
53090
4230
- C 1231
Cone Split
112260
10/14/201
28
4X8
12.6
ill
50710
4040
C 1231
Cone
112261
10/14/201
28
4X8
12.6
1/1
52790
4200
C 1231
Cone Shear
Distribution: Client nV Contractor nOwner Date Mailed:
Municipality W Engineer F] Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens In the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
Field/Material RepOrt Report #: 75219
A.A.R. Tbsting dibi-JR-i-di-i-n-o-in d*,'* W_ 'A" -9'8 -0 5-2-
Phone �25.8811-.'58112 Faw425-68,11.5441
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date: 10/12/2011
Project Number: 11-248
Permit # BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Air Temperature:
51 F
Supplier:
Concrete NW
Concrete Temperature:
58 F
ASTM C 1064
Material Data:
Concrete
Air Content:
%
ASTM C 231
Plant Number:
125
Slump:
41/2
ASTM C 143
Mix Number:
02600
Time Sampled:
4:00:00 PM
Truck Number:
152
Added Water:
20
ByWhom: Contractor
Ticket Number:
126910
Air Entrainment (oz/yard):
Number of Samples:
4
Admixtures (oz/yard)):
MB20ON
23.0
Yards placed;
10.5 of 21
Kim
5.0
Design Strength:
4000
Inspection Performed: Reinforced Concrete
Location: South building parking level walls and
column footings.
Grid Lines- Walls with grids E.1-D/10.1-10.8 and columns footings at E.1/4.4, 5.5.
Remarks: Resteel was partly inspected previously and completed today prior to concrete placement. It was in conformance
with the drawing by grade, size, location and concrete cover, Concrete was placed by pump and mechanically
consolidated. Added water was less that allowable shown on batch plant ticket.
Fv�, Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM:
Sample ID Test Date Age Size
112837 10/19/201 75 4X8
C 1231 C 31 C 172 C 39
Area Set # Total Load PSI Method Fracture Type
12.6 3/3 69180 5510 C 1231 Gone
Distribution: Client Rv Contractor Owner Date Mailed:
Municipality Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are, considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
� is
Field/Material RepOrt Report #: 75214
r --Aj .- - - - - - --
A:R. Testing. -R-'-e-'d—m--o-n-d�,--W—A----9-8---0-5-2
Phone 412,5".8,61i'98, 2,.Fax-425,881.5441
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent Permit # BLD20110468,69
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date: 10/5/2011
Air Temperature:
61 F
Supplier:
Concrete NW
Concrete Temperature:
67 F
ASTM C 1064
Material Data:
Concrete
Air Content:
4.5 %
ASTM C 231
Plant Number:
153
Slump:
2 3/4
ASTM C 143
Mix Number:
150170AG
Time Sampled:
10:00:00 AM
Truck Number:
C059
Added Water:
10
ByWhom: Contractor
Ticket Number:
588244
Air Entrainment (oz/yard):
2.0
Number of Samples:
5
Admixtures (oz/yard))
GLEN
25.0
Yards placed:
18 of 18
Design Strength:
3000
Inspection Performed: Concrete
Location: Sections of west curb of Edmonds
Way along south and north buildings.
Grid Lines:
Remarks: Concrete was placed via truck chute and manually consolidated.
RJ Conforming to approved plans Inspector: Shprits, Yevgeniy
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID Test Date Age Size Area Set # Total Load
112640 10/8/2011 3fc 4 X 8 12.6 2/2 51260
112642 10/12/201 7 4X8 12.6 2/2 83350
2nd Inspector:
3rd Inspector:
PSI Method Fracture Type
4080 C 1231 Cone
6640 C'1 231 Cone
Distribution: F,/1 Client nv Contractor F-1 Owner Date Mailed:
&fl Municipality nV Engineer E] Architect Tested By: Mike Blackwell
E] Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material RepOrt Report#: 75213
XK_k_f��ting 0ir—kiK L:i1fWC WA 486
Phoft� 4��:981.58.1,2�.Fa,xt425*.881�5441
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent Permit # BLD20110469
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date: 9/30/2011
Supplier: Concrete NW Air Temperature: 55 F
Material Data: Concrete Concrete Temperature: 70 F ASTM C 1064
Air Content: % ASTM C 231
Plant Number: 125
Mix Number: 15SHOT30A Slump: 21/2 ASTM C 143
Truck Number: 150 Time Sampled: 9:15:00 AM
Ticket Number: 126615 Added Water: 10 ByWhom: Contractor
Number of Samples: 1 Air Entrainment (oz/yard): 6.5
Yards placed: 9 Admixtures (oz/yard)) MB100XR 10.0
Design Strength: 4000
inspection Performed: Shotcrete
Location: Southeast building basement walls.
isGrid Lines: Gridlines H/10-d to B.2/10.D to B.2/10.A to E.3/10.A.
Remarks: Johnson Western was the shoterete contractor. The nozzleman was Lee Hart, the blowpipe operator was Pat,
pump and compressor were the same as previously (see reports dated 9/28/2011 and 9/29/2011). The work was
done in conformance with applicable codes, resteel was inspected prior to shotcrete placement. It was per the
plan. Sacrificial steel was installed at 3 locations.
FL�� Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 617 C 31 C 172 C 39
Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type
112557 101712011 7 Shotcrete 3.14 1/1 15530 4950 C 617 Cone Split
Distribution: Client P/1 Contractor F� owner Date Mailed:
Municipality R] Engineer F� Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1 .2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material RepOrt Report 75210
- _'-__2__6,_ 4 _ -, WL, nii,__WA_._48'65_2`
A.A.R. Testing Lalb6ratory, Inc. 71 8 , Oth Ave,.
Phort.e 415,.8811L 58112 Flax.42,5.8,81.5441
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent Permit # BLD20110469
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date: 9/29/2011
Air Temperature:
50 F
Supplier: Concrete NW
Concrete Temperature:
72 F ASTM C 1064
Material Data: Concrete
Air Content:
% ASTM C 231
Plant Number: 125
Slump:
2 1/2 ASTM C 143
Mix Number: 15SHOT30A
Time Sampled:
9:30:00 AM
Truck Number: C137
Added Water:
10 ByWhom: Contractor
Ticket Number: 126573
Air Entrainment (oz/yard):
6.5
Number of Samples: 1
Admixtures (oz/yard))
DELVO 10.0
Yards placed: 9 of 27
Design Strength: 4000
Inspection Performed: Shotcrete
Location: Southeast building retaining walls.
Gridlines H/10.1 to H/10.D.
Grid Lines:
Remarks: Johnson Western was the shotcrete contractor. The pump was "Warrior
3050", the compressor was "Ingersoll
Rand EP315". The nozzleman was Lee
Hart, the blowpipe operator
was Pat. Sacrificial steel installed at 3
locations by the contractor. The work was in conformance with applicable
codes and standards.
EV] Conforming to approved plans Inspector:
Shprits, Yevgeniy
2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 617
C 31 C 172 C 39
Sample ID Test Date Age Size Area
Set # Total Load
PSI Method Fracture Type
112549 10/6/2011 7 Shotcrete 3.14
1/3 12690
4040 C 617 Cone
Distribution: Client n-/ Contractor n owner Date Mailed:
Municipality 0./ Engineer 0 Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material RepOrt Report #: 75211
C.1 0 '1 Redrn on d, WA 9 80 52
--j�-A.i�.T�e"s�'ting'L�bor�atbr E., PW 0 �Sulte
Client Name:
Venture General Contracting LLC Project Number: 11-248
Contact:
Matt Parent
Permit #
BLD20110469
Client Address:
2801 Alaskan Way Suite 310
Project Name:
Edmonds Way Apartments
Seattle, WA 98121
Address:
23014/23020 Edmonds Way
Data:
9/29/2011
Air Temperature:
68 F
Supplier:
Concrete NW
Concrete Temperature:
74 F ASTM C 1064
material Data:
Concrete
Air Content:
5.2 % ASTM C 231
Plant Number:
125
Slump:
5 ASTM C 143
Mix Number:
0365A55
Time Sampled: 5:45:00 AM
Truck Number:
C151
Added Water: 5
ByWhom: Contractor
Ticket Number:
126612
Air Entrainment (oz/yard): 4.0
Number of Samples:
4
Admixtures (oz/yard))
Yards placed:
10.5 of 10.5
Design Strength:
4000
Inspection Performed: Reinforced Concrete
Location: Southeast building, parking level columns
Lines:
Gridlines 10.6-10.C/C.1-G.4.
Grid
Remarks:
Resteel was inspected previously (see report dated 9/28/2011) and found in conformance with the drawing (revision
dated 8/19/2011). Concrete was placed via a pump and mechanically
consolidated.
Conforming
to -approved plans Inspector: Shprits, Yevgeniy
2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID
Test Date Age Size Area Set # Total Load
PSI Method
Fracture Type
112535
101612011 7 4X8 12.6 2/3 42870
3410 C 1231
Cone Shear
112536
10/27/201 28 4X8 12.6 2/3 66630
5280 C 1231
Cone Shear
112537
10/27/201 28 4X8 12.6 213 66470
5270 C 1231
Cone Shear
Distribution: Z Client F,/-1 Contracto� F-1 owner Date Mailed:
Municipality 1,7/ Engineer F_� Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material Report Report#: 75212
A.A.R. Testing Laboiratp
Phone, 425:8:8* 1:�81 �; ax'
Client Name:
Contact:
Client Address:
Date:
Venture General Contracting LLC ProjectNumber: 11-248
Matt Parent Permit # BL020110469
2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
9/29/2011
Air Temperature:
68 F
Supplier:
Concrete NW
Concrete Temperature:
71 F ASTM.0 1064
Material Data:
Concrete
Air Content:
% ASTM C 231
Plant Number:
125
Slump:
33/4 ASTM C 143
Mix Number:
18350F
Time Sampled:
2:30:00 PM
Truck Number:
C150
Added Water:
10 ByWhom: Contractor
Ticket Number:
126601
Air Entrainment (oz/yard):
Number of Samples:
4
Admixtures (oz/yard))
Yards placed:
10 of 40
Design Strength:
3000
Inspection Performed: Reinforced Concrete
Location: Southeast
building wall footings.
Grid Lines: Gridlines A10.2-10, D/5.2-8, E.3/7.8-10 and D-E.3/10.1-10.4.
Remarks: Resteel was inspected prior to the pour, it was in conformance with the drawing (S2.OB) by grade, size, location and
lap splice. Concrete was placed via a pump and mechanically consolidated.
F/� Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample 16 Test Date Age Size Area Set # Total Load PSI Method Fracture Type
112539 10/6/2011 7 4X8 12.6 3/3 33750 2690 C 1231 Cone Split
Distribution: Client W Contractor [7 Owner Date Mailed:
Municipality n-1 Engineer f—I Architect Tested By: Mike Blackwell
F_� Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
101 forbidden.
Field/Material RepOrt Report#: 75208
lh'Avd-,N E,`Pi,rk 480 SuitG C 01, Redmond, WA 98052
;q41';581,2. FZ!k,4 9441
PKone 4�25' 25461;,*
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent Permit # BL020110469
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date: 9/28/2011
Air Temperature:
48 F
Supplier: Concrete NW
Concrete Temperature:
68 F ASTM C 1064
Material Data: Concrete
Air Content:
% ASTM C 231
Plant Number: 125
Slump:
2 1/2 ASTM C 143
Mix Number: 15SHOT30A
Time Sampled:
8:30:00 AM
Truck Number: C152
Added Water:
14 ByWhom: Contractor
Ticket Number: 126525
Air Entrainment (oz/yard):
6.5
Number of Samples: 1
Admixtures (oz/yard)):
Yards placed: 9 of 53
Design Strength: 4000
Inspection Performed: Shotcrete
Location: Southeast building, parking level retaining wall.
Grid Lines:
Remarks: Johnson Western was the shotcrete contractor.
The pump was "Warrior
3050", the compressor was "Ingersoll
Rand EP315". The nozzleman was Lee
Hart, the blowpipe operator
was Pat. Sacrificial steel installed at 3
locations by the contractor. The work was in conformance with applicable
codes and standards.
F/_1 Conforming to approved plans Inspector:
Shprits, Yevgeniy
2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 617 C 31 C 172 C 39
Sample ID Test Date Age Size Area
Set # Total Load
PSI Method Fracture Type
112553 10/5/2011 7 Shotcrete 3.14
1/2 16020
5100 C 617 Cone
Distribution: Client FV_1 Contractor F� Owner Date Mailed:
Municipality Engineer F-1 Architect Tested By: Mike Blackwell
F-1 Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc.- Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
F,
lu
0
Field/Material Report- Report #: 75209
Z�.741 -th' ' "y �k*146, ruliled_ 6_A1k7edmona'j
4�" Me 6 SP"e
*ho i6 8-0, ! A- r WAU052
�y dMOtP
Client Name: Venture General Contracting LLC ProjectNumber: 11-248
Contact: . Matt Parent
Permit #
BLD20110469
Client Address: 2801 Alaskan Way Suite 310
Project Name: Edmonds Way Apartments
Seattle, WA 98121
Address:
23014/23020 Edmonds Way
Date: 9/28/2011
Air Temperature:
64 F
Supplier: Concrete NW
Concrete Temperature:
66 F ASTM C 1064
material Data: Concrete
Air Content:
% ASTM C 231
Plant Number: 125
Slump:
41/4 ASTM C 143
Mix Number: 18350F
Time Sampled:
4:30:00 PM
Truck Number: C145
Added Water:
-0- ByWhom:
Ticket Number: 126566
Air Entrainment (oz/yard):
Number of Samples: 4
Admixtures (oz/yard))
Yards placed: 5�5
Design Strength: 3obo
Inspection Performed: Reinforced Concrete
Location: Southeast building column footings.
Grid Lines: Gridlines G.4/10A F.4110.1A, 10.1 and
10.5.
Remarks: Resteel was inspected previously (see
report 52824). Concrete was
placed via truck chute and mechanically
consolidated.
kv conforming to approved plans Inspector:
Shprits, Yevgeniy
2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID Test Date ' Age Size Area Set # Total Load PSI Method Fracture Type
112531
10/5/2011
7
4 X 8
12.6
2/2
27430
2180
C 1231
Cone
112532
10/26/201
28
4 X 8
12.6
2/2
45460
3600
C 1231
Cone Shear
112533
10/261201
28
4 X 8
12.6
2/2
46360
3670
C 1231
Cone Split
112534
10/26i201
28
4X8
12.6
2/2
46970
3720
C 1231
Cone Shear
Distribution: [V] Client [-/] Contractor El Owner Date Mailed:
FVJ Municipality S�q Engineer Architect Tested By: Mike Blackwell
F I Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
101.2 ,e,uired use of a maximum -minimum thermometer'. All e,orls are considered confidential and are the property of the cli ent
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.'
Field/Material Report Report #: 75202
A.A.R. Testing Laboratoryi Inc. 71'20.'80th,Ave..N.E, Paik 18,0, Suite C101, Redmond, WA 98052
Phone 425.881.58112 Fax425.881.54411
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent Permit # BLD20110468
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014123020 Edmonds Way
Date: 9/20/2011
Air Temperature:
54 F
Supplier: Concrete NW
Concrete Temperature:
66 F
ASTM C,1064
Material Data: Concrete
Air Content:
%
ASTM C 231
Plant Number: 125
Slump:
51/4
ASTM C 143
Mix Number: 01600
Time Sampled:
9:15:0b AM
Truck Number: C137
Added Water:
10
ByWhom: Contractor
Ticket Number: 126314
Air Entrainment (oz/yard):
Number of Samples: 4
Admixtures (oz/yard))
Yards placed: 31 of 83
Design Strength: 3000
Inspection Performed: Reinforced Concrete
Location: Northeast building, slab on grade, all units.
isGrid Lines:
Remarks: Insulation, vapor barrier and resteel installed per plan (S2.OA). Concrete was placed via a pump and mechanically
consolidated. Added water was less than allowable shown on batch plant ticket.
Wv Conforming to approved plans Inspector: Shprits, Yevgenly 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type
112275
9/27/2011
7
4 X 8
12.6
1/3
54200
4320
C 1231
Cone Split
112276
10/18/201
28
4X8
12.6
113
74630
5940
C 1231
Cone
112277
10/18/201
28
4X8
12.6
1/3
78550
6250
C 1231
Cone Shear
112278
10118/201
28
4X8
12.6
1/3
75990
6050
C 1231
Cone Split
Distribution: Rv Client 7v Contractor owner Date Mailed:
[/J_ Municipality Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material RepOrt Report#: 75203
J�Q
KXA-i-es' t'ih*"g LaboratbryjJ�C,_71,T6 7tA�A_�j-_�k C101, . e rnorfd,
Ph -one 425.881%5812 Fax 425.88.1.5441
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date: 9/20/2011
Project Number: 11-248
Permit # BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Air Temperature:
65 F
Supplier:
Concrete NW
Concrete Temperature:
67 F
ASTM C 1064
Material Data:
Concrete
Air Content:
%
ASTM C 231
Plant Number:
125
Slump:
4 1/4
ASTM C 143
Mix Number:
1835OF
Time Sampled:
2:00:00 PM
Truck Number:
141
Added Water:
10
ByWhom: Contractor
Ticket Number:
126342
Air Entrainment (oz/yard):
Number of Samples:
4
Admixtures (oz/yard))
Yards placed:
31.5 of 104
Design Strength:
3000
Inspection Performed: Reinforced Concrete
Location: South building column pads and wall footings.
GridLines: Column pads at grids 103/10, C/C.1-G.4; wall footings at grids 7.2-7.4/E.3-F.4, 7.5-8.2/E.3-F.4 and 9.7-10/A-D.
Remarks: Resteel inspected prior to pour, it was in conformance with the drawing by grade, size, location, lap splice and
concrete cover. Concrete was placed via pump and mechanically consolidated. Added water was less than
allowable shown on batch plant ticket.
1-7/ Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
112283
9/2712011
7
4X8
12.6
2/3
38080
3030
C 1231
Cone Shear
112284
10/18/201
28
4 X 8
12.6
2/3
55500
4420
C 1231
Cone Shear
112285
10118/201
28
4 X 8
12.6
2/3
57780
4600
C 1231
Cone Shear
112286
10/18/201
28
4X8
12.6
2/3
57410
4570
C 1231
Cone Shear
Distribution: W Client n,/ Contractor Owner Date Mailed:
Municipality Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
At tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer), All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material RepOrt Report#: 75204
AAR.. Testing Laboratory, PdrW'
Phone 425:881.581-2 Fax;425 881.5441
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle. WA 98121
Project Number: 11-248
Permit # BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Date:
9/20/2011
Air Temperature:
64 F
Supplier:
Concrete NW
Concrete Temperature:
66 F ASTM C 1064
Material Data:
Concrete
Air Content:
% ASTM C 231
Plant Number:
125
Slump:
43/4 " ASTM C 143
Mix Number: 02600
Truck Number: C142 Time Sampled:
Ticket Number: 126337 Added Water: 3 ByWhom: Contractor
Number of Samples: 4 Air Entrainment (oz/yard):
Yards placed: 2 of 2 Admixtures (oz/yard)) :
Design Strength: 4000
Inspection Performed: Reinforced Concrete
Location: South building elevator pit pad.
Grid Lines:
Remarks: Resteel was inspected previously (9/15/2011). Concrete was placed via pump and mechanically consolidated.
Added water was less than allowable shown on batch plant ticket.
Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set # ,
Total Load
PSI
Method
Fracture Type
112279
9/27/2011
7
4 X 8
12.6
3/3
5772b
4600
C 1231
Cone
112280
10/18/201
28
4 X 8
12.6
3/3
69120
5500
C 1231
Cone
112281
10/18/201
28
4 X 8
12.6
3/3
68410
5450
C 1231
Cone
112282
10/18/201
28
4 X 8
12.6
3/3
70430
5610
C 1231
Cone
Distribution: V-1 Client Contractor r_J owner Date Mailed:
Se Municipality Engineer Architect Tested By: Mike Blackwell
f—I Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
Field Report Report #: 52824
_189!�7_ S
a 180, UIWC1'01,,Redmo6d,WA98052
ii4li , I- I
F 1;
Plhon6.425481.56114' a`.k4i5;*69`,.
Client: Venture General Contracting LLC
2801 Alaskan Way Suite 310
Seattle, WA 98121
Contact: Matt Parent
Inspection Performed: See below
Date: 9/28/2011
Time:
Project Number: 11-248
Permit #: BLD20110469
Project Name: Edmonds Way Apartments
Address: 23012 Edmonds Way
Temperature:
lFor southeast building inspected the following: I
1) Epoxy dowel installation for edge elements for footings at H.8/4.2, H/12.3, E.1/7.3 and C/10.
The dowels were #6, embedment was 12", drill bit was 7/8". Also, inspected epoxy dowel
installation for connecting new footings with existing concrete footings at E.1/9, E/9.2 and D/9.8.
The dowels were #5, embedment was 8". Epoxy adhesive was Set XP with an expiration date of
11/2011 and 7/2013. Hole preparation and epoxy dowel installation were in conformance with
epoxy producer's instruction for use.
2) Inspected resteel for column footings at G.4/1 O.A, F.4/10.A, F.4/10.1 and F.4/ 10.5. Resteel
was -in conformance with the drawing S-2.013 (revision dated 8/30/2011) by grade, size, location
and lap splice.
3) Inspected column resteel within grids CA-G.4/10.13-10.C. Resteel was in conformance with
the drawing mentioned above.
Distribution: 0-/ Distribute Client f_/� Distribute Contractor Inspector: Shprits, Yevgenly
E-/] Distribute Engineer f_l Distribute Owner
n,/ Distribute Municipality[] Distribute Other Reviewed by: Mike Blackwell
n Distribute Architect n Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A. R. Testing is strictly forbidden
Field Report Report 52821
WA,98052
A.AA. t6stlng.Laii6r-Aor I
,y n 1 a rk 180, SUitb (31,01, Redman
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BLD2011-0469
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23012 Edmonds Way
Inspection Performed: Resteel
Date: 9/26/2011 Time: Temperature:
::or south east building, inspected resteel for shotcrete walls along gridlines K/1 2.9 to H/1 O.D to
3.2/10D and E.3/10.A. The following items were inspected:
�lon-contact lap splice, steadiness of resteel installation, rebar grade, size, spacing and concrete
;over. All inspected items were in conformance with the drawing except slab dowels and
;acrificial resteel will be installed later and inspected prior to placing shotcrete.
Distribution: FV� Distribute Client F-/I Distribute Contractor Inspector: Shprits, Yevgenly
Distribute Engineer Distribute Owner
Distribute Municipality Distribute Other Reviewed by: Mike Blackwell
Distribute Architect Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R, Testing is strictly forbidden
Field/Material Report
;f ia
R-1�171-ic
.-,Park 18,
4Z PAr.
,21A c ;IE'
Phone 425:;881.5kl
Report#: 75203
t C101,
kll* o .. n d 1� fi�,,k8 0 5 2
Client Name:
Venture General Contracting LLC Project Number: 11-248
Contact:
Matt Parent
Permit #
BLD20110469
Client Address:
2801 Alaskan Way Suite 310
Project Name: Edmonds Way Apartments
Seattle, WA 98121
Address:
23012 Edmonds Way
Date:
9/20/2011
AJr Temperature:
65 F
Supplier:
Concrete NW
Concrete Temperature:
67 F ASTM C 1064
Material Data:
Concrete
Air Content:
% ASTM C 231
Plant Number.
125
Slump:
41/4 ASTM C 143
mix Number:
18350F
Time Sampled:
2:00:00 PM
Truck Number:
141
Added Water:
10 ByWhom: Contractor
Ticket Number:
126342
Air Entrainment (oz/yard):
Number of Samples:
4
Admixtures (oz/yard)):
Yards placed:
31.5 of 104
Design Strength:
3000
Inspection Performed: Reinforced Concrete
Location: South building column pads and wall footings.
GridLines: Column pads at grids 10.6/10, C/C.1-G.4: wall footings at grids 7.2-7.4/E.3-FA7.5-8.2/E.3-F.4 and 9.7-10/A-D.
Remarks: Resteel inspected prior to pour, it was in conformance with the drawing by grade, size, location, lap splice and
concrete cover. Concrete was placed via pump and mechanically consolidated. Added water was less than
allowable shown on batch plant ticket,
Fv Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type
112283 9127/2011 7 4X8 12.6 2/3 38080 3030 C 1231 Cone Shear
Distribution: E-/:! Client F71 contractor [] Owner Date Mailed:
[,/J- Municipality R Engineer E] Architect Tested By: Mike Blackwell
n Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except In full, without the written consent of A.A.R. Testing Laboratory is strictly
10 forbidden.
Field/Material RepOrt Report #: 75204
,__K—
f6ji ......
N , Park',180,. 805
jt' I . J
il —KXA. s_ti_njlib6r�t��, fi�Jd. 71____ On
P on'
h e425.881..581.�,Oax,42'9"8�8�i^.�4
Client Name:
Contact:
Client Address:
Date:
Venture General Contracting LLC Project Number: 11-248
Matt Parent Permit # BLD20110469
2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23012 Edmonds Way
9/20/2011
Air Temperature:
64 F
Supplier:
Concrete NW
I
Concrete Temperature:
66 F ASTM C 1064
Material Data:
Concrete
Air Content:
% ASTM C 231
Plant Number:
125
Slump: 43/4
ASTM C 143
Mix Number:
02600
Time Sampled:
Truck Number:
C142
Added Water: 3
ByWhom: Contractor
Ticket Number:
126337
Air Entrainment (oz/yard):
Number of Samples:
4
Admixtures (oz/yard))
Yards placed:
2 of 2
Design Strength:
4000
Inspection Per -formed: Reinforced Concrete
Location: South
building elevator pit pad.
isGrid Lines:
Remarks: Resteel was inspected previously (9/15/2011). Concrete was placed via pump and mechanically consolidated.
Added water was less than allowable shown on batch plant ticket.
S6 Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type
112279 9/27/2011 7 4 X 8 12.6 3/3 57720 4600 C 1231 Cone
Distribution: F-/1 Client Mv Contractor Owner Date Mailed:
Municipality Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is stdctly
forbidden.
Field/Material RepOrt Report #: 75200
ii� �Wk 805i
--:Fe n abo�dtory,IrfdA_,.
k'kllk. �i L �CA RIP.
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent Permit # BLD20110469
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23012 Edmonds Way
Date: 9/16/2011
Supplier: Concrete NW Air Temperature: 58 F
Material Data: Concrete Concrete Temperature: 66 F ASTM C 1064
Air Content: % ASTM C 231
Plant Number: 125
Mix Number: 1835OF Slump: 33/4 ASTM C 143
Truck Number: C146 Time Sampled: 10:00:00 AM
Ticket Number: 126239 Added Water: -0- ByWhom:
Number of Samples: 4 Air Entrainment (oz/yard):
Yards placed: 52 of 133 Admixtures (ozlyard))
Design Strength: 4000
Inspection Performed: Reinforced Concrete
Location: South building -wall footings along retaining (shoring) wall from grid L.8 to 10.13 and all the perimeter walls within H-
Grid Lines: 11,2/10,A-10,D,
Remarks: Concrete was placed via truck chute and mechanically consolidated. No water was added on site.
Fv� Conforming to approved plans Inspector: Shpdts, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID Test Date Age Size Area Set # Total Load
112258 9/23/2011 7 4 X 8 12.6 1/1 33700
PSI Method Fracture Type
2680 C 1231 Cone
Distribution.- Client nv Contractor owner Date Mailed:
Municipality Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material RepOrt Report#: 75010
j_La&or_atoij, —S-u—it—a. _C1 -01, Redmond, VVA �98052-
P h o n e 2 i. 8J8 58" 1, 2 F* a.x,
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent Permit # BLD20110468
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23012 Edmonds Way
Date: 8/31/2011
Supplier: Concrete NW Air Temperature: 62 F
Material Data: Concrete Concrete Temperature: 64 F ASTM C 1064
Plant Number: 125 Air Content: % ASTM C 231
Mix Number: 18350F Slump: 41/4 ASTM C143
Truck Number: 146 Time Sampled: 3:00;00 PM
Ticket Number: 125816 Added Water: -0- ByWhom:
Number of Samples: 4 Air Entrainment (oz/yard):
Yards placed: 21 of 58 Admixtures (oz/yard))
Design Strength: 3000
Inspection Performed: Reinforced Concrete
Location: Northeast building continuous footings.
Grid Lines: A-C/1-25.
Remarks: Inspected resteel per on site coordinated drawing revision on 8/19/2011 (S1.0, S2.0a, S3.0 and S3.2). Inspected
resteel grade, size, location, lap splice and concrete cover. Concrete was placed via pump and mechanically
consolidated. Water added on site was less than allowable shown on batch plant ticket.
7,/ Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type
111822 917/2011 7 4 X 8 12.6 1/1 34590 2750 C 1231 Cone Shear
111823 9128/2011 28 4X8 12.6 1/1 54050 4300 C 1231 Cone Split
111824 9/28/2011 28 4X8 12.6 1/1 54740 4360 C 1231 Cone
111825 9/28/2011 28 4X8 12.6 1/1 55850 4450 C 1231 Cone
Distribution: r-/] Client Ov Contractor Owner Date Mailed:
Municipality Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R, Testing Laboratory, Inc. Reproduction except In full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
Field Repoft Report #: 140314
Client Venture General Contracting LLC
2801 Alaskan Way Suite WO
Seattle, WA 98121
Contact: Matt Parent
Inspection Performed: Post Tension
Date: 11/22/2011 . Time:
Project Number: 11-246.
Permit #: BLD20110469
Project Name: , Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
-cuffing tendons at gridlines. at 6-110/B-H.1
Temperature:
engineer.gave OK.to the job superintendent to cut tendon at the above noted locations which
,done. Contractor cleaned out grommets, painted. tails with. Rust-Oleurn and installed grease
;. Delay due to, bad torch tip..
ed by Dennis Jacobson.
Distributi I on:. RJ'Distribut . e Client. RJ Distribute Contractor Inspector: Subcontractor,
W Distribute Engineer F-1 Distribuie.Owner
W Distribute Municipality D Distribute Other- Reviewed by: Mike Blackwell
Distribute Architect F1 Distribute Other
All reports are considered confiden tial and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the'written consent of AAR. Testing is strictly forbidden
0
Field Report, Report #: 53209
Client , Venture General Contracting LLC Project Number 11-248
2801 Alaskan Way Suite 310 Perm It #: BLD 20110469
Seattle, wA 081121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23014/23020 Edmonds Way,
Inspection Performed.: Post Tension
Date: 11/211201 T Time: Temperature:
For southeast building inspected tendon stressing for P.T. slab pour "B".
All the tendons were stressed by designed forcess, all the elongations were inside tolerances.
See attached tendon stressing record on 9 pages.
I
Distribution. R Distribute, Client. R] Distribute Contractor
WDIstribuieEn.ginee'r. Fl Distribute Owner- Insp ector Shprits, Yevqeniy
Distribute Municipality n Distribute Other Reviewed by. Mike Blackwell
E] Distribute Architect f-1 Distribute Other
AJI.reports are considered confidential -and are the property of the client and kA.R. Testing Laboratory, Inc.
Reproduction except In full without the written, consent of A.A.R. Testing is strictly forbidden
0
Field Report Report #: 53245
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BLD 2011 110567
Seattte, WA 98121 ProjectName: Edmonds Way Apartments,
Contact: Matt Parent Address: 23014/23020 Edmonds Way
Inspection Performed: Welding
Date: 11/1612011 Time: Temperature:
)n site.for the following:
Inspected welds for hold-down strap to H beam, front garage line of south building. Ali work
;ompleted per SSK-3 dated 11/212011. Minimum AWS D1.3 requirements.
Distribution- DIstribute. Client Distribute Contractor
Inspector: Blisserd, Jonathan (4p).
Distribute Engineer- F] Distributb Owner
E,/] DIstdbute_MunIcIpaIlt�FJ Distribute Otheir. Reviewed by: Mik.e Blackwell
Distribute Architect 'n Distribute Other
All reports are considered confidential and -are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent, of A.A.R. Testing Is strictly forbidden
41-�
Field/Material Report Reporti: 75657
1HT1 —80TS—U 2
MP h —on-eT42 MR841-T$8 —4: Z$L.808 "M 504 "41M
-ft,2 X7
1F.57
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent . Permit # BLD20110469
Client Address:, 2801 Maskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle. WA 08121 Address: 23014�23020 Edmonds Way
Date: 11/10/2011
Air Temperature: 38 F
Supplier. Concrete NW'
Concrete Temperature: .61 F ASTMC,1064
Material Data, Concrete'
Air Content: 6.5 ASTM C 231
Plant,Num.bei-.
Slump: 2 1/2 ASTM C 143
Mix Number: 15SHOT30A
Truck Number C150 fir -he Sam* pl6d-.' 8: , 00:00 AM
Added Water 19 ByWhom: Contractor
Ticket Number: 1277371
Air Entrainment (oz/yard): 6.3
Number of Samples: I
Yards placed: 9 of 54 Admixtures (ozlyard)): MB10OX I R 10.8
Design Strength: 4000
Inspection Performed: Shoicrete
Location: Shotcrete walls at.southeast building.
Grid Lines: Elevati6fi, Ist floor to 2nd floor, W17 to 18 (remaining 40.%); K.8 to M/17 to.17.Z(100%);. D/3.2 to 4 .2(1 00% H to.
H.8/15.6 (100%) and H.8)15..6 to 16 (1010%).
Remarks: Johnson Western Gunite. nozzleman: Mike Junge, blowpipe:.Pat Sexton. Pump was a Warder model 3050 by
WSE and air was , Ingersoll Rand XP375. A total of 54 . cubic jards of CNW mix #1. 5S,HOT30A was placed utilizing,
good nozzling technique. No sloughing, sagging or voids were.observed. One shotcrete box.was cast for
compressive strength testing. Slump, temperature and air entrainment tests were performed from shotcrete placed'.
Conforming to approved. plans Inspector:. 011ve�, Frank 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTW C 617 C 31 C 172 C 39
Sample ID Test Date Age Size, Area Set # Total Load PSI Method Fracture Type
113650 11/17/201 7 Shotcrete 3.14 1/1 .10450 3330 C 617 Cone
Distribution: Client Contractor r-1 Owner- Date Mailed;
Municipality Engineer Architect Tested By: Mike Blackwell,
El Distribute Other Reviewed: Mike B16ckwiAl
.AJI'tests in accordance with the requirements of - ASTM C 31 for casting and curing concrete specimens In the field excluding Section
. .2 required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the,client
and A.A.R. Testing Laboratory. Inc. Reproduction except in full.without the written consent of A.A.-R. Testing Laboratory Is strictly
forbidden.'
101,
.", I
Field/Material RepOrt Report#: 75457
St i6_5
ing Laboratory, T12 TW�WVe.li—E. PirO870-_§i4tWdTOi�G&;��a WAi i
Phone 4,25:881.5812 Fax,425.881.5441
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date: 10/26/2011
Supplier:
Concrete NW
Material Data:
Concrete
Plant Number:
Mix Number:
0365A55
Truck Number:
C137
Ticket Number:
127351
Number of Samples:
4
Yards placed:
10.5
Design Strength:
4000
Project Number: 11-248
Permit # BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Air Temperature:
45 F
Concrete Temperature:
63 F
Air Content:
6.1 %
Slump:
5 "
Time Sampled:
10:30:00 AM
Added Water:
20
Air Entrainment (ozlyard):
4.5
Admixtures (ozfyard)):
ASTM C 1064
ASTM C 231
ASTM C 143
ByWhom: Pump Operator
Inspection Performed: Reinforced Concrete
Location: Two columns at southeast building.
Grid Lines: Grid C/8.2 and C/9.2, elevation 1 st floor to 2nd floor.
Remarks: Arrived on site for observation and concrete placement. A total of 10.5 cubic yards of CNW mix #0365A55 was
placed via pump and mechanically consolidated. Temperature, slump and air entrainment tests were performed
and a set of cylinders cast from concrete placed.
W1 Conforming to approved plans inspector: Oliver, Frank 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
113179
11/2/2011
7
4 X 8
12.6
2/3
45760
3640
C 1231
Cone Shear
113180
11/23/201
28
4X8
12.6
2/3
62840
5000
C 1231
Cone
113181
11/23/201
28
4 X 8
12.6
2/3
64820
5160
C. 1231
Cone
113182
11/23/201
28
4 X 8
12.6
2/3
63280
5040
C 1231
Cone
Distribution: 17-/ Client f,-/] Contractor [] Owner Date Mailed:
OV Municipality RJ Engineer E] Architect Tested By: Mike Blackwell
E] Distribute Other Reviewed; Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10,11,1 'required usoola maximum -minimum thermometer', All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material RepOrt Report#: 75581
'7 fd'C'101,-Re*dirnond, WA98052-
6 -�6tti-ATe.VN - T-.;_iPb7rkT1�0 'S I
�,4
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date: 10/26/2011
Project Number: 11-248
Permit # BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Air Temperature:
45 F
Supplier: Concrete NW
Concrete Temperature:
67 F
ASTM C 1064
Material Data: Concrete
Air Content:
6.5 %
ASTM C 231
Plant Number:
Slump:
2
ASTM C 143
Mix Number: 15SHOT30A
Time Sampled:
11:00:00 AM
Truck Number: C062
Added Water:
-0-
ByWhom:
Ticket Number: 127353
Air Entrainment (oz/yard):
6.4
Number of Samples: 1
Admixtures (oz/yard)):
MB100XR
10.8
Yards placed: 9 of 45
Design Strength: 4000
Inspection Performed: Shotcrete
Location: Southeast Building shotcrete walls.
Grid Lines: Grids A/5.0 to 10, A to C/10, C to E.5/9.2 to 10.
Remarks: A total of 45 cubic yards of CNW mix #1 5SHOT30A was placed utilizing good nozzling technique as described in
ACI 506-recommendation for shoLcrete practices. No sloughing, sagging or voids were observed. Shotcrete
contractor, Johnson Western, nozzleman, Glenn McKenney, blowpipe operator, Thomas McCarthy, pump was
Warrior model 3050 by WSI; Ingersoll Rand XP375.
One shotcrete box was cast for compressive strength testing. Slump, temperature and air entrainment tests were
performed from shatcrate placed. Sacrificial steel for cores was intalled at three locations, locations of areas have
been documented by contractor.
F/_1 Conforming to approved plans Inspector: Oliver, Frank 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 617 C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
113185
11/2/2011
7
Shotcrete
3.14
3/3
16590
5280
C 617
Cone Shear
113186
11/23/201
28
Shotcrete
3.14
3/3
20520
6540
C 617
Cone
113187
11/23/201
28
Shotcrete
3.14
3/3
21340
6800
C 617
Cone Split
113188
11/23/201
28
Shotcrete
3.14
3/3
20610
6560
C 617
Cone Shear
Distribution: Client FV_1 Contractor F Owner Date Mailed:
Municipality F-/ Engineer Architect Tested By: Mike Holtz
Mike Blackwell
Distribute Other Reviewed:
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
16 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0 FieldNatedal Report Report#: 75431
Inc. U
I Qn J!8011!58i1',2JFax !8811.
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent Permit # BLD20110469
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments,
Seattle, WA 98121 Address; 23014/23020 Edmonds Way
bate:
11/9/2011
Air Temperature:
45 F
Supplier
Concrete NW
Concrete, Temperature:
57 F
ASTM C 1064
Material Data:
Concrete
Air Content:
%
ASTM C 231
Plant Number:
125
Slump:
2 1/2
ASTM C 143
Mix Number:
15SHOT3oA
Time Sampled:
8:30:00 AM
Truck Number
C152
Added Water
-0�
ByWhom:
Ticket Number
127701
Air Entrainment (oz/yard):
6.5
Number of Samples:
11
.
Admixtures (oz/yard)):
Yards plac ed:
9 of 45
Design Strength: 4000
Inspection Performed; Shotcrete
Location- Southeast basement shotcrete walls.
Grld*Lines: A/0.1-4, W17-18 and grids K-M/17-117.2 (for the last two-shotcreted 60% of height).
Remarks: Johnson-Westem Gunite was the shotcrete contractor. Nozzleman was Mike Junge, blow pipe operator was Pat
Sexton, the pump was a "Warrior" model 3050, the compressor was "Ingersoll Rand* XP375. Resteel was
Inspected previously. The.sacrificial steel was Installed at.3 locations.
Conforming to approved plans Inspector: ShprIts, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 617 C 31 C 172 C 39
Sample ID Test Date, Age Size Area Set # Total Load PSI Method Fracture Type
113518 11/161201 7 Shotcrete 3.14 1/1 16110 5130 C 617 Cone
Distribution: R] Client R Contractor n Owner Date Mailed:
Municipality Sd Engineer Architect Tested By: Mike 61ackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1,2 'required use ole maximum-mlnimum Ihermomete,).,All reportsare considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory Is strictly
forbidden.
Field/Material RepOrt Report#: 75430
Client Name:
Venture General Contracting LLC
Project Number:
11-248
Contact.
Matt Parent
Permit #
BLD20110469
Client Address:
2801 AJaskan Way Suite 316
Project Name:
Edmonds Way Apartments
Seattle, WA 98121
Address:
23014123020 Edmonds Way
Date:
I 1 /3/2011
Air'Temperature':
44 F
Supplier
Concrete NW
Concrete Temperature:
54 F
ASTM C 1064
Material Data:
Concrete -
Air Content:
%
ASTM C 231
Plant Number:
125
Slump:
5
ASTM C 143
Mix Numbec
1835OF
Time Sampled:
2:30:00 PM
Truck Number
C143
Added Water.
10
ByWhom.: Contractor
Ticket Number
127592
Air Entrainment (oz/yarcf):
Number of Samples:
4
Admixtures (ozlyard)):
Yards placed:
10131.6
Design Strength:
3000
Inspection Performed: Reinforced Concrete
Location:
Gridl-ines: Building SE footings for walls at X.16-18,16/J-1-18, H8/16-15.7,15.6/D-H8 also column footings at K/13.9, J.9113.9,
K/15.7,17,17.6, H.8/17, D3.2
Remarks: Concrete was placed via pump and mechanically consolidated. Water added on site was less than the aliowable by
the concrete supplier. Resteell was Inspected prior to pour and was in conformance with drawings.
Conforming to approved plans Inspector: Shprits, Yevgenly 2nd Inspector:
3rd Inspector',
Samples Tested in Accordance with ASTM: C. 1231 C 31 C 172 C 39
Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type
113378 11110/2Q1 7 4X8 12.6 1/1 34320 2720 C 1231 Cone Shear
Distribution: client Contractor Owner Date Mailed:
Municipality Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests In accordance with the requirements of ASTM C 31 for casting and.curing concrete specimens in the field excluding Section
10.1.2 (required use of a maxImum-minimum thermometer). All reports are considered confidential and are the property of the client
and A. A.R. Testing Laboratory, Inc. Reproduction except In full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
Field/Material RepOrt Report#: 75219
Client Name: Venture General Contracting LLC
Contact: Matt Parent.
Client Address: 2801 Maskan Way Suite 310
Seattle, WA 98121
Date: 10/12/2011
ProjectNumber: 11-248
Permit # BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Air Temperature:
51 F
Supplier. Concrete NW
Concrete Temperature:
58 F
ASTM C 1064
Material Data: Concrete
AJr Content:
%
ASTM C 231
Plant Number. 125
.
Slump
41/2
ASTM C 143
Mix Number: 02600
Time Sampled:
PM
Truck Number: 152
Added Water:
20
ByWhom: Contractor
Ticket Number: 126910
Ai.r Entrainment (oz/yard).
Number of Samples: 4
Admixtures (oziyard)):
MB20ON
23.0
Yards placed: 10.5 of 21
Kim
5.0
Design Strength: 4000
Inspection Performed: Reinforced Concrete
Location: South building parking level walls and
column footings.
Grid Lines: Walls with grids E.1-D/10.1-10.8 and columns footings at E-1/4-4, 6-5.
Remarks: Resteel was partly inspected previously and completed today prior to 'concrete placement. It was in conformance
with the drawing�by grade, size, location and concrete cover. Concrete was placed by pump and mechanically
consolidated. Added water was less that allowable shown on batch plant ticket.
Conforming to approved plans Inspector: Shprlts, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTIVI:
Sample ID Test Date Age Size
112837
10/19/201
7 4X8
112838
1119/2011
28 4X8
112839
11/912011
28 4X8
112840
1'1/9/2011
28 4X8
C 1231 C 31 C 172 C 39
Area
Set #
Total Load
PSI
Method
Fracture Type
12.6
3/3
66iw
5510
C 1231
Cone
12.6
3/3
87110
6940
C 1231
Cone Split
12.6
3/3-
89230
7106
C 1231
bone
12.6
3/3
86690
6900
C 1231
Cone'Shear
Distribution: 6d Client R Contractor F1 Owner Date Mailed:
Municipality RJ Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required us.6-of a maximum -minimum thermometer). All reports ate considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except In full, without the wriften, consent of A.A.R. Testing Laboratory is strictly
forbidden.
0 Field/Material Report Report,#: 75461
is HER016—orat-570 I OltSurEeiLlil,-I�,iiqRTdffro—ndqLWA19&65201
N '. willseT21 1.
Client Name:
Venture General Contracting LLC Project Number: 11-248
Contact:.
Matt Parent Permit # BLD20110469
Client Address:
2801 AJaskan Way Suite 310 Project Name: Edmonds Way 4artments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date:
1012U2011
Air Temperature: 53 F
Supplier:
Concrete NW
Concrete Temperature: 62 F ASTM C 1064
Material Data:
Concrete
.
Air Content: 6.5 % ASTM C 2131
P [ant Number:
Slump: 2 - ASTM C 143
Mix Number:
15SHOT30A
Time Sampled: 11:00:00 AM
Truck Number:
C054
Added Water: -0- ByWhom:
Ticket Number
127381
Air Entrainment (ortyard):
Number.of Samples:
1
Admixtures (oz/yard)) MB,100XR 9.7:
'Yards placed:
9 of 18
6.5
Design Strength:
4000
Inspection Performed: Shotcrete
Location: Southeast Building shotcrete walls.
GridUnes: Grids
3.2 to 4.4/D line and 3.2 to 5.5/A line, elevation Isi floor to 2nd floor.
Remarks: A total of 18 cubic yards of CNW mix #15SHOT30A was placed utilizing good nozzling technique as described in
ACI 506-recommendation for shotcrete practices. No sloughing, sagging or voids were observed. Shotcrete
contractor, Johnson Western, nozzleman, Glenn McKenney, blowpipe operator, Thomas McCarthy, pump was
Warrior model 3050 by WSI; Ingersoll Rand XP375.
One shotcrete box was cast for compressive strength testing. Slump, temperature and air entrainment tests were
performed from shotcrete pla6ed.
Conforming to approved plans , Inspector: Oliver, Frank 2nd Inspector: Shpdts, Yevgenly
3rd Inspector:
Samples Tested In Accordance with ASTM: C 617 C 31 C 117� C 39
Sample ID
Test,Date
Age
Size.
Area
Set #
Total Load
PSI
Method
Fracture Type
11 N35
11/3/2011
7
Shotcrete
3.14
1/1' .
16520
5260
C 617 -
Cone Split
"113236
11/24/201
28
Shotcrete
3.14
1/1
19650
6260
617
Cone Shear
113237
11/24/20 1
28
Shotcrete
3.14.
1/1
19960
6360
C 617
Cone Split
113238
11/24/201
28
Shotcrete
3.14
1/1
19350
6160
C 617
Cone
Distribution: client. W -Contractor F� owner Date Mailed:
Municipality R Engineer E] Architect Tested By: Mike Blackwell
Fj Distribute Other Reviewed: Mike Blackwell
AJI tests in accordance With the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the wTitten consent of A-A.R. Testing Laboratory Is strictly'
forbidden.
0
0
Field/Material Report Report#: 75520
tor- I
i —stl Ral Ma RUM— 'OffiTUTIF41
Luo!881!58,1�21F.AxT425!88,115-44,11
Client Name:
Venture General Contracting LLC Project Number: 11-248.
Contact:
Matt Parent
Permit # BL020110469
Client Address:
2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121
Address: 23014123020 Edmonds Way
Date:
10/26/2611
Air Temperature; 47 F
Supplier
Concrete NW
Concrete Temperature: 60 F ASTM C 106.4
Material Data:
Concrete
.Air Content: 5.6' W ASTM C 23'1
Plant Number:
Slump; 5 ASTM C 143
Mix Number:
0160A
Time Sarnpled:, 8:00:00 AM
Truck Number.
C144
Added Water: 10 ByWhom: P-
Ticket Number
26964
Air Entrainment (oz/yard): 5.0
Number of Samples:
4
Admixtures (ortyard)):
Yards placed*
9.5 of 52.5
Design. Strength: 3000
Inspection Performed: Reinforced Concretei
Location: Slab on grade, southeast building.
GrIdt-Ines: Grids 4.4to 10/E.3 to H.
Remarks: Arrived on site for observation and concrete placement. A total of 52.5 cubic yards of CNW mix #01 60A was
placed via pump and manually consolidated. Temperature,'slump and air entrainment tests were performed and a
set of four 4"x8" cylinders were cast from concrete plated.
Conforming to approved plans Inspector-. Oliver, Frank 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance.with ASTM:
Sample ID Test Date Ag6 Size
113175
11/2/2011
7
4X8
113176
11/23/201
28
4X8
113177
11123/2Dl
28
4X8
113178
11/23/261
28
4X8
C 1231 C 31 C 172 C 39
Area Set i Total Load
12.6
1/3
415430
12.6
1/3
65210
12.6
1/3
62280
12.6
1/3
62760
PSI Method Fracture Type
3860
C 1231
Cone-
5 190
C 1231
Cdne Split
4960
C 1231
Cone
5000
C 1231
Cone Shear
Distribution: Client Contractor Owner Date Mailed:
Municipality Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting a . nd curing concrete specimens in the field excluding Section
10.1.2 (required use of a ma)dmum-minimum thermometer). All reports.are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
0
0
Field/Material Report Report #: 75431
1 =comn d.
�0101 KOM77d -98052
F88-J!544-11 Mill
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent Permit # BLD20110469
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds� Way
Date: 1119/2011
Air Temperature:
45 F
Supplier: Concrete NW
Concrete Temperature:
57 F
ASTM C 1064
Material Data: Concrete
Air Content:
%
ASTM C 231
Plant Number: 125
Slump:
21/2
ASTM C 143
Mix Number 15SHOT30A
TimeSampled:
8:30:00 AM
Truck Number: C152
Added Water
-0-
ByWhom:
Ticket Number 127701
Air Entrainment (oz/yard):
6.5
Number of Samples: I
Admixtures (ortyard)):
Yards placed: 9 of 45
Design Strength: 4000
inspection Performed: Shoicrete
Location: Southeast basement shotcrete walls.
GridLines: A/0.1-4, M117-18 and grids K_M/17-17.2 (for the last two-shotereted 60% of height).
Remarks: Johnson-Westem Gunite was the shotcrete rontractor. Nozzleman was Mike Junge, blow pipe operator was Pat
Sexton, the pump was a "Warrior" model 3050, the compressor was "Ingersoll Rand" XP375. Resteel was
inspected previously. The sacrificial steel was Installed at 3 locations.
Conforming to approved plans Inspector: Shpdts, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 617 C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
i 13518
11/16/20il
7
Shotcrete
3.14
ill
16110
5i3O
C 617
Cone
113519
ii/g/2011
28
Shotcrete
3.14
ill
7660
C 617
Shear
113520
11/9/2011
28
Shotcrete
3.14
1/1
23280
7410
C 617
Cone
113521-,
11/9/2011
28
Shoterebe
3.114
1/1
24490
.7800,
C 617
Cone
Distribution: Client RC * ontractor F� owner Date Mailed:
Municipality Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests In accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full. without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
Field/Material RepOrt Report#: 75657
fln"=Wramft"ory. "I"nM7.1220 OR -.'-w 9 ItntfieIC-1,0111 ffiffifion 2
19-2
9_276541V Pa 1- 0- u
21 Fa—x
noneL4z*=!*vo 1475=054A
Client Name: Venture'deneral Contracting LLC Project Number: 11-248
Contact: Matt Parent Perm it # BLD20110469
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date: 11/10/2011
Supplier Concrete NW Air Temperature; 38 F
Material Data: Concrete Concrete Temperature: 61 F ASTM C 1064
Air Content: 6.5 % ASTM C 231
Plant Number
Mix Number. 15SHOT30A Slump: 2 112 ASTM C 143
Truck Number C150 Tirne Sampled: 8:00:00 AM
Added Water 19 ByWhom: Contractor
Ticket Number 127737
Number of Samples: 1 Air Entrainment (oz/yard): 6.3
Admixtures (oz/yard)) MBl00XR 10.8 -
Yards placed: 9 of 54
Design Strength: 4000
Inspection Performed: Shotrrete
Location: Shotcrete walls at southeast building.
Grid Lines: Elevation, lst floor to �nd floor, M/17 to 116(remalhing 40%): K.8 to M/17 to 17.2 (11 00%); D/3.2 to 4.2 (100%.). H to
H.8/15.6 (100%) and H.8/1 5.6 to 16 (100%).
Remarks: Johnson Western Gunite, nozzleman: Mike Junge, blowpipe: Pat Sexton. Pump was a Warder model 3050 by
WSE and air was Ingersoll Rand XP375. A total of 54 cubic yards of CNW mix #15SHOT30A was placed utilizing
good nozzling technique. No sloughlng, sagging or voids were observed., One shotcrete box was cast for
compressive strength testing. Slump, temperature and air entrainment tests were performed from shotcrete placed.
Conforming to approved plans Inspector: Oliver, Frank 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 617 C 31 C 172 C 39
Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type
113650 11/17/2011 7 Shotcrete 3.14 ill 10450 3330 C 617 Cone
113 651 1218/2011 28 Shotcrete 3.14 ill 20240 6450 C617 Cone
113652 12/8/2011 28 Shotcrdte �3.14 1/1 20500 6530 C617 Cone Shear
113653 12/8/2011 28 Shotcrete '3.14 ill 20340 6480 C 617 tone Shear
Distribution: Client FV_J Contractor R owner Date Mailed:
Municipality Engineer Architect Tested By- Mike Blackwell
E] Distribute Other Reviewe& Mike Blackwell.
All tests In accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0 ,
0
Field/Material RepOrt Report #: 758�6
R. Fs-tll-010-15-6-r-at-d-r 12 6 111 = -v.- IN El., MI a, !Qu D Ite-d-m-o-nd-SWAT616M6
P
% �00�7 7�
IM
,�! e
0@ 0 412MUM5811-21MM88254-4,11
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent Pe*rmit BLD20110469
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
.Seattle, WA 98121 Address: 23014/23020 EdmondsWay
Date' 1111111420111
Supplier
Concrete NW
Material Data:
Concrete
Plant Number.
Mix Number
15SHOT30A
truck Number.
t 138
Ticket Number.
12778 1 2
Number of Samples:'
1
Yards placed:
45
Design Strength:-
4000
Inspection Performed: Shotcrete
Location: Southeast building shotcrete walls.
Air Temperature:
48 F
Concrete Temperature:
65 F -ASTM C 1064
Ar Content:
%: ASTM C 231
Slump:
J5
2. - ASTM C 143
Time templed:
110:22:00 AM
Added Water: ByyVhom:
Air Entrainment (bz/yard): 6.5
Admixtures (oz/yard))
Or
Grid Lines- - Walls at 16-18/J-H.8 and .1-.8/A.
Remarks: Johnson Westernozzlemen: Mike Junge, Brandon Gillan. Blow pipe: Pat Sexton. Concrete added 15 gallons of
wateratjobsite. Resteel at above noted locations. Geniy at job site to Inspect PT slab. . Covered box with plastic.
Inspected by Dennis Jacobson.
RJ'Conforming to approved plans Inspector: Subcontractor 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 617 C 31 C 172 C 39
Sample to
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
113654
11/16/2611
7
Shotcrete
3.14
1/1
15260
4860
C 617
Core
113655
12/9/2011
28
shotcrete
3.14
1/1
'21810
6950
C 617
Cone Shear
113656
12/9/2011
28
Shotcrete
3.14
1/1
22510
7176
C 617
Cone
113657
12/ 9/2011
28
Stiotcrete
3.14
1/1%
23116
736Q'
C 617
Cone Shear
Distribution: Client, R Contractor owner Date gailed:
Municipality R Engineer Architect. Tested By: Mike Blackwel[
Distribute Other Reviewed:' Mike Blackwell
A JI tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). Nl,reports are considered confidential and are the proper ty of the client
and A.A.R. Testing Laboratory, Inc; Reproduction except in full, without the writt I an consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
0
Field/Material RepOrt Report #.: 76666
Client Name: Venture General Contracting LLC
Contact: matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date: 12/112011
Supplier:
Concrete NW
Material Data:
Concrete
Plant Number:'
125
Mix Number:
0160A
Truck Number:
C160
Ticket Number.
128075
Number of Samples:
4
Yards placed: 10.5 of 30
Design Strength;. 4000
ProjectNumber: 11-248
Per mit # BLDj01 10469
Project Name: Edmonds Way Apartments
Address: 23014123020 Edmonds Way
Air Temperature:
40 F
Concrete Temperature;
�58 F
ASTM C 1064
Air Con tent:
5.2 %
ASTM C 231
Sl6mo:
3 3/4 "
ASTM C 143
Time Sampled:
11:20:00 AM
Added Water:
-0-
ByWhom:
Air Entrainment (ortyard);
5.0
Admixtures (ozlyard))
Inspection Performed: Reinforced Concrete
Location: * Southeast building parking post tension slab, safety walls.
Geld Lines:
Remarks: Resteel was Inspected prior to concrete placement. It'was in conformance with the drawing (S3.2) and RFI #8
dated 10/1 k0l 1 by grade, size, location, lap splice, and concrete cover. Concrete was placed via pump and
mechanically consolidated.
Conforming to approved plans Inspector: Shpdts,.Vevgeniy 2nd Inspecton.
Samples Tested in Accordance with ASTM:
Sample ID Test Date Age Size.
114094 12ikOl i 7 4X8
3rd Inspecton,
C 1231 C 31 C 172 C 39
Area Set # Total Load PSI
U.N 1/1 4M6 3780
J
Method Fracture Type
C 1231 Cone Shear
Distribution: Cuba - W Contractor F1 Owne.f. Date Milled:
Municipality R]' Engineer E] Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
AJI tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing1abonitory, Inc. Reproduction except in, full!'Without.the written cons,ent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material Report I Report#: 75668
Client Name: Venture General Contracting LLC
Contact: Matt Parent
C I lent Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date: 12/5/2011
Project Number:. 11-248
Permit #
Project Name: Edmonds Way Apartments
Address: .23014/23020 Edmonds -Way
Air Temperature:
F
Supplier. Concrete NW
Concrete Temperature:
64 F ASTM C 1064
Material Data: Concrete
Air Content:
5.1 % ASTM C 231
Plant Number In
.
Slump:
41/2 " ASTM C 143
Mix Number. 150170AG
Time Sampled:
11:50:00 AM
Truck Number 137
Added Water:
15 ByWhom: Contractor
Ticket Number. 128132
Air Entrainment (ortyard):
2.5
Number of Samples: 5
Admixtures (oz/yard)):
GLEN 25.0
Yards placed: 10 of 10
MBNO54 25.0
Design Strength: 3006
Inspection Performed: Concrete
Location: Sidewalk along southeast building, northwest end (approximately 1/3 of building length).
Grid Lines:
Remarks: Concrete was placed Via truck chute and manually consolidated. Contractor Is going to cover the concrete with
blankets.
66 Conforming to approved plans Inspector: Shprits, Yevgeniy
2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM:
C 1231 C 31 C 172 C 39
Sample ID Test Date Age Size
Area Set # Total Load
PSI Method Fracture Type
114202 12/8/2011 3 4X8
12.56 1/1 50410
4010 C 1231 Gone Shear
114203 12/8/2011 3 4X8
12.56 1/1 53310
4240 C 1231 Cone Shear
Distribution: Client RJ Contractor F� owner Date Mailed:
Municipality 66 Engineer Architect Tested By: Mike Blackwell
Distribute' Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum-minimurn thermometer). All reports are considered confidential and are the property of the client
andA.A.R. Testing Laboratory, Inc. Reproduction except 16 full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden..
0
0
Field Report. Report #: 53224
Client: Venture General Contracting LILC
2801 AJaskan Way Suite. 310
Se�attle, WA.98121
Contact: Matt Parent
Inspection Performed: See below
Date: 12112/2011 Time:
Project Number: 11-248
Permlt,#: BLD. 20110469
Project N ame: Edmonds Way Apartments
Address: 23014123020 Edmonds Way
Temperature:
For Southeast Building inspected resteel for P7T Slab pour "A".. Tendons were inspected yesterday,
see reference field report # 53223 on 12-12-2011), inspected mild steel, by the end of the
inspection it was in conformance with the drawing by grade, diameter, lay out, concrete cover, and
ap splice to the best of my knowledge. Pipe and conduit installation was in progress, and
supposed to be approved by engineer during his field visit tomorrow.
bolt and holdown anchor installation was in� progress as well as deck'cleaning and will be
�d tomorrow.
Dis . tributlow. FVJ Distribute Client Distribute Contractor Inspector: Shprits, Yevgeniy
Distribute Engineer E] Distribute Owner
Distribute Municipality Distribute Other Reviewed by: Mike Blackwell
E) Distribute Architect Distribute Other
All reports are corisidered.00nfidential and are the property of the client and A.A.R. Testing lLa.boratory, Inc..
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
E
is
Field Report Report #: 53M
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BLD 20110469
Seattle, WA 98121 Project Name: Edmonds Way Apartments
contact: Matt parent Address: 23014/2Z1020 Edmonds Way
Inspection Performed: See below
Date: 12/111211 Time:
For Southeast Building Inspected: -
Temperature:
I
1.) 1.0 Shearwalls of the second wood frame level at the following locations: B / 5.9-10;, 10 / C-H;
H / 10-11. The following items were inspected: Sheathing size, type, span rate, nail size,
spacing, and pattern, stud schedule. All that was inspected was in conformance with approved
drawing (S2.3 B, S 1.2).
) Reinforcement for PT -Slab pour "A". the following items were inspected: PT -Tendon lay out,
ofiles, and anchoring devices installation. All inspected was in conformance with the drawing (S
1 B and shop drawing PT-02, PT-03).
Distribution. R Distribute Client 66 Distribute Contractor Inspector: Sh . prits, Yevgenly
Distribute Engineer F-1 Distribute Owner - Mike Blackwell
Distribute Municipality Fj Distribute Other Reviewed by.
EJ Distribute Architect F! Distribute Other
Adl reports are considered confidential and are the property of the client and kA.R. Testing Laboratory, Inc.
Reproduction except in full without the written c6nsent of A.A.R. Testing is strictly forbidden
0
Is
Field Report Report #: 53726
Client: Venture General Contracting LLC Project Number: 11-248
2601 Alaskan Way Suite 310 Permit #: BLD M10469
Seattle, WA 9812.1
Project Narpi: Edmonds Way Apartments
Contact: Matt'Parent. Address: 23014/23020 Edmonds Way
Inspection r Performed: Post Tehsion
Date: 12/1412011 time: Temperature:
-ollowed the Engineer's representative during his field visit for PT Slab pour "A". Completed
rispecticin of the slab, by the end of inspection all the resteel, pt tendons, conduit's, anchor bolts,
ind other inserts were installed in conformance with. the drawing and Engineer's on site
ecornmendations.
Distribution. Distribute Client. R1. Distribute Contractor
Inspector: Shprits. Yevgenly
Distribute Engineer F1 Distribute Owner
Distribute Municipality F� Distribute Other Reviewed by: Mike Blackwell
E]'DistributeAlidhitept F-1 Distriblute9thOr
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except In full %Without the wri I t , ten consent of A.A.R. Tes; ting Is stricd y forbidden
0
0
0
Client: Venture General Contracting LLC
,2801 Alaskan Way Suite 310
-Seattle, WA 98121
Field Report Report #: 53314
Project Number 11-248
Permit BLD D20110469
Project Name' Edmonds Way Apartments
contact: Matt Parent Address: 23014/23020 Edmonds Way
Inspection Performed: ' Post Tension
Date: 12/15/2011
time:
Temperature:
For southeast Building inspected PT Slab (pou - r "A"), concrete placement. Special.aftention, was
paid for concrete consolation, a specially upon columns, near tendon anchoring devices, around
conduits the con tractor used, mix CNW 01550, totally-315 cubic Yards was placed,,nd . significant
displacement of tendons or mild steel was found during concrete placement.
D�istribution. Distribute Client RJ Distribute Contractor Inspector: Shprits, - Yevgenij.
Distribute Engineer M Distribute Owner
Distribute Municipality[] Distribute Other Reviewed by- Mike Blackwell
EJ. Distribute Architect. n Distribute Other
Ail reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
Field/Material RepOrt Report M 75441
V26 '��01
na ffaborat_o, , IM. LM."
W1
_ "Une 425!881�58 2g "x425!88j1!
Client Name: Venture General Con racting LLC Project Number. 11-248
Contact: Matt Parent Permit.4 BLD20110469
Client Address: 2801 Alaskan Way Suite 310 Project Na - me: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date: 1014/2011
Supplier Concrete NW Air Temperature: 65 F
Material Data: Concrete Concrete Temperature: 68 F ASTM C 1064
Air Content: 5.6 % ASTM C 231
Plant Number
Slump: 5 ASTM C 143
Mix Number: 0365A55
Truck Number C145 Time Sampled: 11:00:00 AM
Ticket Number 126664 Added Water: 15 ByWhom: Contractor
Number of Samples: 4 Air Entrainment (ozlyard): 4.5
Yards placed: 10.5 Admixtures (oz/yard))
Design Strength; 4000
Inspection Performed: Reinforced Concrete
Location: Southeast building, (5) columns and portion of continuous footings.
Grid Lines: Columns at 6.5/E.1, 7.3/E.1, 10.5/F.4, 10.1/F.4 and G.4/10.1 (elevation foundation to 2nd floor). Continuous footing
at 3.2 to 6.51D line.
Remarks: Resteell previously Inspected (refer to field report #52826). Concrete was placed via pump and mecharilcally
consolidated. Temperature, slump*and air entrainment tests were performed and a set of cylinders were cast from
concrete placed.
Conforming to approved plans Inspector: Oliver, Frank 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with AST4. C Mi C 31- C 172 C 39
Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type
1U632 10/11/201 7 4Xa 12.6 1/3 65120 5180 C 1231 Cone
112633 11/1/2011 �28 4X8 12.6 1/3 82160 6540 C 1231 Cone Shear
11204 11/1/2011 28 4�6 12.6 1/3 84820 6750 C 1231 Cone
112635 1111/11/20111 28 4X8 12.6 1/3, 84880 .6760 C 1231 Cone Split
Distribution: Client Contractor [] Owner Date Mailed;
Municipality Engineer 0 Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31.for casting and curing concrete specimens In the field excluding Section
10.1.2 (required use of a maxlmum-minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing, Laboratory, Inc. Reproduction except in full, without the written consent.of A.A,R. Testing Laboratory is strictly
forbidden.
0
Field/Matedal RepOrt Report#: 75425
Client Name: Venture General Contracting LLC
Contact:. Matt Parent
Client Address:. 2801 AJ6skan.Way Suite 31,0
Seattle, WA 98121
Date: 10/5/2011
Supplier
Concrete NW
Material Data:
Concrete
Plant Number
125
Mix Number:
011�()A
Truck Number
Ci5i
Ticket Number:
126696
Number of Samples:
4
Yards placed:
10.5 of 82
Design Strength:
4060
Project Number: 11-248
Permit #. BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014/23026 Edmonds Way
Air Temperature:
65 F
Concrete Temperature:
68 F
ASTM C iO64'
Air Content:
6.4 il.
ASTM C - 231
Slump:
4 1/2
ASTM C 143
Time Sampled:
8:00:00 AM
Added Water
10.,
ByWhom: Contractor
Air Entralinment (oz/yard):
5.0
Admixtures (oz/yard))
Inspection Performed: Reinforced Concrete
Location: Southeast building slab on grade and columns.
GridLines: Slab on grade it B.2-H/lOA-10D and columns at G.4/10.8 and G.7/11.5.
Remarks: Resteel for footings inspected prior to concrete placement, It was in conformance with the drawing. Concrete was
placed via pump and mechanically and manually consolidated. Added water was less than allowable shown on
batch plant ficketz-
Conforming to approved plans Inspector: Shpdts, Yevgenly 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID Test Date- Age Size Area Set Total Load PSI Method Fracture Type
112636 '10112/201 7 4X8 12.6, 1/2 44870 3570 C 1281 Cone
112637 11/2/2011 28 4X8 12.6 -1/2 63560 5060 C 1231 Cone Shear
112638 11/2/2011., . 4X8 12.6- 111� 64940 i�61 Cone
112639 11/2/2011 .28 4X8 12.6 i/2: 64210 511 0 C 1231 Cone Shear
Distribution: Client- Contractor Owner Date Mailed:
Municipality '.Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests inbccordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excludi , ng Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and AAR. T ' esting Laboratory, Inc. Reproduction except In full, without the wifften consent of AAR. Testing Laboratory is strictly
forbidden.
0
E
Field/Material Report Report#: 75214
Client Name: Venture General Contracting LLC Project Number: 11-248.
Contact: Matt Parent Permit # BLD20110468. 69
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date:
10/5/2011
Air Temperature:
61 F
Supplier
Concrete NW
Concrete Ternperature:
67 F
ASTM C 1064
Material Data:
Concrete
Air Content:
4.5 %
ASTM C 231
Plant Number
153
Slump:
2 3/4
ASTM C 143
Mix
-1501.70AG
-Number:
Time Sampled'
10:00:00 AM
Truck Number.
C059
Added Water
10
ByWhom: Contractor
Ticke I Number.
588244
Air Entrainment (oz/yard):
2.0
Number of Samples:
5
Admixtures (ozlyard)):
GLEN
25.0
Yards placed:
18 of 18
Design Strength: 3000
Inspection Performed: Concrete
Location: Sections of west curb of Edmonds Way along south and north buildings.
Grid Lines:
Remarks: Concrete was placed via truck chute and manually consolidated.
66 Conforming to approved plans Inspector: Shprits. Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested In Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
112640
1018/2011
3fe
4X8
12.6
212
51260
4080
C 1231
Cone
112642
10/12/201
7
4X8
12.6
212
83350
6640
C 1231
Cone
112643
11/212011
28
4X8
.12.6
2j�
105160
8WO
d 1231
Cone Shear
112644
11/2/2011
28
4X8
1 i6
2/2;
103970
8280
C 1231
Cone
Distribution: Client W Contractor F1 Owner Date Mailed:
Municipality RJ Engineer F1 Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory Is strictly
forbidden.
Field/Material Report Report #:' 75213
�Avffll . e -n-5105- I'60-8"ot-h "Ave.FNER ft- 18
F5-2�1
M".903
�gnqn 5! 8 81 15 8 1' 1. 5.4 4,
.W,215=4251 8 11
Client Name: Venture General Contracting LLC Project Number:. 11-248
Contact: Matt Parent Permit # BLD�0110469
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23626 Edmonds Way
Date.- 9/30/2011
Supplien. Concrete NW Air Temperature: 55 F
Material Data: Concrete Concrete Temperature: 70 F ASTM C 1064
Air Content: ASTM C 231
Plant Number 125
Slurnp: 21/2 ASTM C143
Mix Number 15SHOT30A
Truck Number: 150 Time Sampled: 9: 15:00 AM
Ticket Number: 126615 Added Water: 10 ByWhom: Contractor
Number o f.Samples: 1 . Air Entrainment (ortyard): 6.5
Yards placed: 9 AdmIxtures �oz/yard)); MB 1 00XR 10.0
Design Strength: 4000
.Inspection Performed: Shotcrete
Location: Southeast building basement walls.
Grid Lines: Gridlines H/10-d to 13.2/110.13 to B.2/10.A to t.3/10.A.
Remarks: Johnson Western was the shotcrete contractor. The nozzlema�n was Lee Hart, the blowpipe operator was Pat,
pump and compressor were the same as previously (see reports dated 9/28/2011 and 9/2912011). The work was
done in conformance with applicable codes. resteel was inspected prior to shotcrete placement. It was per the
plan. Sacrificial steel was installed at 3 locations.
,66 Conforming to approved plans Inspector: Shprits, Y&geniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance With ASTM: C 617 C 3i C 172 C. 39
Sample ID Test Date Age Size Area Set # Total Load PSI Method Fra . cture Type
112557 1017/2011 7 Shotcrete 3.14 1/1 15530' 4950 C 617 Cone Split
112558 10/28/201 28 Shot6r,ete 3.14 1/1, 20830 .6630 C 617 Cone Shear.
112559 10/28/201 28 Shotcrete 3.14 111 10746 6206 C 617 Cone Shear
112560 10128/201 28 Shotcrete 3.14 1h 269W 6680 C 617 Cone
Distribution: Client Contractor T1 Owner Date Mailed:
Municipality Engineer F1 Architect Tested . By- Mike Blackwell
F-1 Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a. maximum-mInImum thermometer). All reports are considered confidential and are the property of the client
and AAR. Testing Laboratory, Inc. Reproduction except In full, without the written consent of AAR. Testing Laboratory is strictly
forbidden.
0
Field/Material Report Report #: 75210
Client Name: Venture General Contracting LOC
Contact- Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA §8121
Date: 9/29/2011
Supplier.
Concrete NW
Material Data:
Concrete
Plant Number:
125
Mix Number.,
15SHOT30A
Truck Number:
C137
Ticket Number
126573
,Number of Samples:
1
Yards placed:
9 of 27
Design Strength:
4000
Inspection Performed: Shotcrete
Location: Southeast building retaining walls.
GridUnes: GridlinesH/110.1tol-1/10,15.
Project Number: 11-248
Permit i BLb201110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Air Temperature:
60 F
Concrete Temperature:
72 F
Air Content:
%
Slump:
2,1/2 "
rime Sampled:
9:30:00 AM
Added Water
10
Air Entralriment (ozlyard):
6.5
Admixtures (ozlyard)):
DELVO
ASTM C 1064
ASTM C 231
ASTM C 143
ByWhom: Contractor
10.0
Remarks: Johnson Western was the shotcrete contractor. The pump was "Warrior 3050", the compressor was "Ingersoll
Rand EP3115'. The nozzlern an was Lee Hart, the blowpipe operator was Pat. Sacrificial steel I . ristalled at 3
locations by the contractor. The work was in conformance with applicable codes and standards.
E0 Conforming to approved. plans Inspector: Shprits, Yi6vgenly 2nd Inspector
3rd Inspector:
Samples Tested in Accordance with ASTM: C 617 C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
112549
10/6/2011
7
Shotcrete
3.14
1/3
12696
112550
10/27/201
28
Shotcrete
3.14�
113
19080,
112551
10/27/201
28
Shotcrete
�1.14
V3
19740
112552
10127/201
'28
Shotcrete
3.14
1/3
20220
PSI Method Fracture,Type
4040
C 617
Cone
6080
C 617
Cone Shear
6290
C 617
Cone
64410
C6117
C o n,e .5 h-ea r.
Distribution: Client Fv! contractor M Owner Date Mailed:
Municipality Engineer E] Architect Tested By: Mike Blackwell
n Distribute Other Reviewed: Mike Blackwell
AJI tests in accordance with the requirements of ASTM C 31for casting and curing concrete specimens In the field excluding Section
10.1.2 (requireduse of a maximum-mInimum thermometer). All reports are considered confidential and are the property of the client
and AAR. Testing Laboratory, Inc. Reproduction except in full, without the Written consent of AAR. Testing Laboratory Is strictly
forbidden.
Field/Material Report Report #: 75211
' 'w " -
rAAM ulfe =Q10TIRedMont
1 R' K OR IM ff Mai b OTS —
75�—rat-&9.111�06 19'027 �IfflP=ark 1i
"g
N
��P
"one �25!88�1158,IiIFa—xT425!8W!S-'",II
Client Name:
Venture General Contracting
LLC Project Number: 11-248
Contact:
Matt Parent
Permit 9 BLD20110469
Client Address:
2801 AJaskan Way Suite 310. Project Name: Edmonds Way Apartments
Seattle, WA 98121
Address: 23014/23020 Edmonds Way
Date:
9/29/2011
Air Temperature- 68 F
.Supplier
Concrete,NW
Concrete Temperature: 74 F ASTM C 1064
Material Data:
Concrete
Alr Content: 5.2 % ASTM C 231
Plant Number
125
Mix Number
0365A55
Slump: 5 - ASTM C 143
Time Sampled: 5:45:00 AM
Truck Number
C151
Ticket Number
126612
Added Water: 5 ByWhom: Contractor
Number of Samples:
4
Air Entrainment (oz/yard): 4.0
Admixtures (oz/yard)):
Yards placed:
10.5 of 10.5
Design Strength: 4000
inspection Performed: Reinforced Concrete
Location: Southeast building, parking level columns.
Grid Lines: Gridlines 16.B-10.C/C.1-G.4.
Remarks: Reiteel was inspected previously (see report dated 9/2W201 1) and found in conformance with the drawing (revision
dated 8/19/2011). Concrete was placed via a pump and mechanically consolidated.
Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM:
C 1231
C 31 C 172 C 39
Sample ID,
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
112535
1016/2011
7
4X8
12.6
2/3
42870
3410
C 1231
Cone Shear
112536
10/27/201
28
4X8
12.6
2/3
66630.
5280
C 1231
Cone Shear
112537
110/271201
.28
4 X 8.1
12.6
2/3
66470
5270
C 1231
Cone Shear
112,538
10/27/201
28,
4x 6.
12.6
2/3
65740
6216
c val
Cone Shear
Distribution: Client Sd Contractor n owner Data Mailed:
Municipality Engineer Architect Tested By. Mike Holtz,
n-bistribute Other Reviewed: Mike Blackwell.
Ali tests in accordance wqth the requirements of ASTM C 31 for casting and curing concrete specimens in the field excludingSection
10.1.2 (required use of a m imurn-minimurn thermorriete'r). All reports are considered confidential and are the property of the c ant
and A.A,R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
0
0
Field/Material RepOrt Report#: 75212
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent Perm it # BLD20110469
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date:
9/29/2011
Air Temperature:
68 F
Supplier
Concrete NW
Material Data:
Concrete
Concrete Temperature:
71 F
ASTM C 1064
Plant Number
125
Air Content:
%
ASTM C 231
Slump:
3314
ASTM C 143
Mix Number:
18350F
Truck'Number:
C150
Time Sampled:
2:30:00 PM
Ticket Number
12'6601
Added Water
10
ByWhom: Contractor
Air Entrainment (oz/yard):
Number of Samples:
4
Admixtures (oz/yard)):
Yards placed:
10 of 40
Design Strength: 3000.
Inspection Performed: Reinforced Concrete
Location: Southeast building wall footings.
GridLines: Gridlines A10.2-10, D/5.2-8, E.3/7.8-10 and D-E.3/10.1-10.4.
Remarks'. Resteel was inspected prior to the pour, it was in conformance with the drawing (S2.OB) by grade, size, location and
lap splice. C ohcrete was placed via a pump and mechanically consolidated.
Conforming to approved plans Inspector: S.hprits. Yevgenly 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C i231 b'M C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Lead.
PSI
Method
Fracture Type
112539
10/612011
7
4X8
12.6
3/3
33750
2690
C 1231
Cone Split
112540
10/27/201
28
4X8
i2.6
3/3
537,40
4260.
C 1231
Cone
112541
10/27/201
26
4X8
12.6
W
54040
4.280
C 1?31
Cone Split,
112542
10/27/201
28
4)(8
12.6
3/3
53680
4250
C 1231
Cone
Distribution: Client R Contractor Owner Date Mailed:
Municipality Sd Engineer Architect Tested By: Mike Blackwell
Fl Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except In full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material RepOrt Report#: 75208
W -1KRUM 01, Red
4 . RVATMInalffa rayJ,1P
C2 �f
Client Name: Venture General Contracting,LLC Project Number: 11-248
Contact: Matt Parent Permit # BLD20110469
Client Address: 2801 Alaskan Way Suite 310 Project Name' Edmon ' ds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date: 9/28/2011.
Air Temperature: 48 F
Supplier Concrete NW
Concrete Temperature: 68 F ASTM C 1064
Material Data: Concrete
Plant Number 125 AJr Content: % ASTM C 231
Mix Number: 15SHOT30A Slump: 21/2 ASTM C 143
Time Sampledi: 8:30:00 AM
Truck Number: C152
Ticket Number: 126525 Added Water. 14 ByWhom: Contractor
Number of Samples: 1 Ar Entrainment (9*ard): 6.5
Yards placed:. 9 of 53 Admixtures (o7dyard)):
Design Strength: 4000
Inspection Performed: Shotcrete
Location: Southeast building, parking level retaining wall.
Grid Lines:
Remarks: Johnson Western was the shotcrete contractor. The pump was "Warrior 3050", the compressor was "Ingersoll
Rand EP315". The nozzleman was Lee Hart, the blowpipe operator was Pat. Sacrificial steel installed at 3
locations by the contractor. The work was in conformance with applicable codes and standards.
Conforming to approved plans Inspector: Shpdts, Yevgeniy .2nd Inspector:
3rd Inspectori,
Samples Tested in Accordance with ASTM: C 617 C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set
Total Load,
PSI
Method
fracture Type
112553
10/5/2011
7
Shotcrete
3.14
1/2
16020
5100
C 617
Cons
112554
10/26/201
�28
Shoterete
3.14
1/2
20140
6410
C 617
Cone Shear
112555
10/261201
28,
Shotcrete
3.14
1/2
19890
6330
C 617
Cone Shear
11255.6
10/261201
28
Shotckete
3.14
-1/2
19560
�6230
C 617
Cone Shear
Distribution: RJ Client Contractor Owner Date Mailed:
R] municipality Engineer Architect Tested By- Mike'l3lackwell
R Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM d 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A,A.R. Testing Laboratory, Inc. Reproduction, except In full. without the writteri.consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
0
Field/Material Report Report #: 75209
Client Name:,
Venture General Contracting LLC Project Number: 11-248
Contact:
Matt Parent
Permit #
BLD20110469
Client Address:
M01 Alaskan Way Suite 310
Project Name: Edmonds Way Apartments
Seattle, WA 981.21
Address:
23014/23020 Edmonds Way
Date:
9/28/2011
Supplier:
Concrete NW
Air temperature:
64 F
Material Datw
Concrete
Concrete Temperature:
66 F ASTM C 1064
Plant Number:
125
Air Content:
ASTM C 231
Mix Number"
1835OF
Slump:
4 1/4 ASTM C 141
Truck Number
C145
Time Sampled:
4:30:00 PM
Ticket Number:
126566
Added Water:
-0- Bywhom:
Number of Samples:
4
Air Entrainment (ozJyard):
Yards placed:
5.5
Admixtures (ortyafd)y:
Design Strength: 3000
Inspection Performed: Reinforced Concrete
Location: Southeast building column footings.
Gridl-ines: Gridlines G.4110.A, F.4/10.A, 10.1 and- 10.5�
Remarks: Resteel was inspected previously (see report 52824). Concrete was placed via truck chute and mechanically
consolidated.
qJ Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector:
3rd Inspector:
Samples Tested In Accordance with ASTM: C 12�i C 31 C 172 C 39
Sample ID
Test Date
Age
Size
Area
Set #
Total Load
PSI
Method
Fracture Type
10/5/2011
7
X 8
12.6
W
�7430
2180
C 123*1
'Cone
112532
10126/N1
2il
4 X . 8
12.6.
2/2
45460
3600
C 1231
Cone Shear
112533
10/26/201
28.
4M
12.6
212
46.360
3670
C 1231
Cone Split,
112534
10/26/201
28
4 X8
12.6
2/2:
46970'
3720
C 1231
Cone Shear,
Distribution: R] Client Contractor Owner Date Mailed:
m6nIcipality Engineer 'EJ Architect tested By: Mike Blackwell
Distribute. Other Reviewed: . Mike B lackwell
All tests in accordance with the requirements of ASTM C 3 1 1 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except In full, without the written consent of A-0. Testing Laborato ry is strictly
forbidden.
Field Report Report #: 53090
Client: Venture General Contracting LLC
2801 Alaskan Way Suite 310
Seattle, WA 98121
Contact: Matt Parent.
Inspection Performed: See below
Date: 10/28/2011' Time:
Project Number: 11-248
Permit #: . BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Temperature:
:or southeast building- Inspected tendon tail finishing at parking PT slab. The contractor
,ompleted painting all ot the metal surfaces inside cone cavities (wedge surfaces and tendon
ails) by Rustoleum "Stop Rust" -and partly finished grease cap installation and cavity grouting. All
he operationsand materials were in conformance with stuctural and shop drawings.
0
Distribution: Distribute Client, P9 Distribute Contractor Inspector: Shorits, Yevgeniy
Distribute Engineer 11 Distribute Owner
Distribute Municipality F1 Distribute Other Reviewed by: Mike Blackwell
0 Distribute Architect n Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
0
0
Field Report Report #: 53113
Client: Venture General Contracting LLC Project Number: 11-248
2801, Alaskan Way Suite 310 Permit BLIJ26110469
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23014/23020 Edmonds,Way
Inspection Performed:- See below
Date: 10/26t2011 Time: Temperature:
On site at southeast building for the following:
Arrived on.site for multiple inspections:
7:00am-Observation of tendon cutting on 2nd floor of southeast parking structure, grid 10A/13.2 to
H and 1 OA to I DD/13.2 line. Stressing ends of ten ' dons were cut with oxy-acetylene torch to an
optimal stub length of 1/2" to 3/4" pass anchors'.
8:60am-Observation of concrete placement of slab on
grade at southeast building, grid 4.4 to
I O/E.3-to H.
10:30am-Observation of concrete placement of two columns at southeast building, grid C/8.2 and
C/9.2, elevation, 1 st floor to 2nd floor.
1 1:00am-Shotcrete walls at southeast building, elevation, 1 st floor to 2nd floor,, grids A/6.0 to 10,
A to C/1 0, C to D/9.8 to 10, 9.5 to 9.6/D and 9.2 to 9.5/D to E.5.
113lease refer to the three material tests reports dated 10/26/2011.
Distribution: Distribute Client W Distribute Contractor Inspector: Oliver, Frank
Distribute Engineer 0 Distribute Owner
Distribute Municipality R Distribute Other Reviewed by. Mike Blackwell
Distribute Architect f-I Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R, Testing Is strictly forbidden
0
Field Report, . Report #: 53085a
Client: Venture General Contracting LLC
2801 Alaskan Way Suite.310
Seattle, WA 98121
Contact: Matt Parent
Inspect on Performed' Lateral, Framing,
Date: 10125/2011 time:,
Project Number: 11-248
Permit #: BLD20 110468
Project Name: Edmonds Way Apartments
Address:, 23014/23020 Edmonds Way
temperature:
1) For northeast building- Inspected exterior shear wall sheathing at the following locationsA.-
-/22,20,18,16,14 (for one side installation), also at C/4-6 and A/4-1 0. Inspected sheathing span
ate and size, nail *size, spacing, and pattern. All the Inspected items were in conformance. with
he approved drawing.
is
Distribution: F,/� Distribute Client RJ Distribute Contractor I . nspector. Shpri is, Yevgen'iy
66 Distribute Engineer R Distribute Owner
Distribute Municipality F] Distribute Other Reviewed by: Mike Blackwell
Distribute Architect E] Distribute Other,
All reports are considered confidential and are the property of the client and A.A.R. Testing, Laboratory, Inc.
Reproduction except In full withoutthe written consent of A.A.R. Testing is strictly forbidden
11
0
Field Report Report #: 53085
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way suite 310 Permit #: BLD20116469
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23014/23020 Edmonds Way
Inspection Performed: Resteel
Date: 16/25/2011 time: Temperature:
1) For southeast building-. I nspected Testeel for shotcrete basement walls. at A14-6.2 and D/4-5.
Resteel was in conformance with the drawing by size, grade, concrete cover, non contact lap
5plice and steady installation.
0
Distribution. W Distribute Client R Distribute Contractor Inspector: Shprits, Yevgeniy
Distribute Engineer r_1 Distribute Owner
Distribute Municipality F-1 Distribute Other Reviewed by: Mike Blackwell
F-1 Distribute Architect E) Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Jlnc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
0
F-7
L--A
Client: Venture General Contracting LLC
2801 Alaskan Way Suite 310
sea'ttle, WA 061-21,
Field Report Report #: 53094
Project Number: 11-248
Permit BL[J20116466
Project Name: Edmonds Way Apartments
Contact: Matt Parent
Address: 23014123020 Edmonds Wag
-Inspection Performed: Post Tension
Date: 10/24/2011 time: Temperature:.
�or southeast building inspected PT slab stressing for parking. All the'designated tendons were
Aressed by the designated forces, all, the elongations after stressing were. inside the cWpulated
olerances (see attached stressing record on 6 pgs.).
0
Distribution: R Distribute Client R Distribute Contractor Inspector: Shprits,.Yevgenly
Distribute Engineer F-1 Disir!6ute Owner
Distribute Mu . n1cipality Distribute Other Reviewed by: Mike Blackwell
Distribute Architect Distribute Other
All reports are considered confidential. and are the property of the client and.AAR. Testing Laboratory, Inc.
Reproduction except in full without the written -consent ofA.A.R. Testing Is strictly,forbidden
0
z
0
0 Post-Tenslonir@ 94ressing Record
Project: aMOWA5 'WAf AP-rM)rS General Contra tor, VEWUk(f
Project Location: fh-l'l A-Y Date: JO/zi
11
Pour ID: 561,f-�)f jQ;� P`� r Inspector:
Equipment Set #1 Equipment Set #2
—
R am # Ram #ar-
GaLlgG-# Gauge it 9-6:1-0 1
Calibration Date: Calibration Date-,
C3
Gauge Pressure: Specified Concrete Strength:. Age of Breaks
Equipment Set #3
Ram #
Gauge
Calibration Date:
15-610, 1 1/ C -:20
Strengths:
-1-of 6'
-7, First End Second End Page
!14
M:
CD
CN
CD
LU
EL
0
0
Ln
LLJ
af
�I
IT
Nr
LO
co
co
I
in
C'4
1w
CE)
CD
C14
00
AAR TE-STINf,' I AnnPATnPV Ikii-
Sequence Tendon
lid. 10
fandon
Lejig1h
CW
COCA AclueI6
Tolerancem
--First
Gross A
End
Mai k A
Ifet A
Second
Gros3 A
End
Maik A
Page _oi.6'.—
Comments
W EAS7
Het A
YO
b Ye$.
6)
L
? rz
L7)C)
A13-
ille-2
.16
—3 L
LIA
4/27
16Y
tTESTING LABORATORY, INC
First End Second End
0
Page of --6,-.
Se ience
IN, 0.
H I
q.1
Tendon
10
L-y—
vtr
Tendon
Length
—W—
Calc LN
Actual A
Tolerances
Gross 6
Mark A
Nel A
Gross A
Mark A
Net A
Comments
SR, 8 2
9/�
L49
7//
L
OA
61
Yr
Y: MY
ZM'-
�Y;_7
,5q
5
571
Y�g
V'("
q 19
'2
0/0
16 YZ
P 0 0
A R TESTING LABORATnRy mr,
First End
Second End
Page of
Sepence
Tendon
ID
w -r
Tendon
Length
:3E
Calc 6
Actual A
Tolerances
34
Gross A
Mark A
Net A
Comments
Gross A
Mark A
Net 6
cS7
r- Z-A- 6 7 7-,9 IVE
C09
70
q313
,-z 5
qY11,
16 31q
-7�3
qW
41yv
I lig-
I)IITVI;2;
�yg
B-7
oz
R3
77—
AAIR TESTING I ARnpATnQV Mir
First End
Second End
Page
Seyience
No.
Tendon
11)
Tendon
Length
Calc 6
Actual il
Tolerances
Gross 6
FGross
Mark A
Net A
A
Mark A
Net A
Comments
9(
L7-R
�A,
Al 0,3 /d
72 6,
F—AI-m S�A-q-,711 rV WAe7-7-1
93
1/4
K/
9-11-
95
91A.
--;�j �z
9-7
0 31q
19 *' N,
N v
Yq
I
D 7S
e §62
dzyll
i0i
i OH
S
2
IZI
/7
I Us
9yz
F--
109
.20
IJZ
-110
kyz
911v--7
2VY2,
.0
L7
'IV
* TESTING LABORATORY. INC- 0
Tendon
I D
TT - -PK
pe
Tendon
Length.
Calc 6
v�'
Actual A Tolerances
+/-
/0
First End
(;ross A Mark A Net A
� C8.2,
Second
Grosa.A
End
Mark 6
Net A
Page of j�'�
Comments
'71
Seqijence
N a.
-LL
_U1A
H 9
lat.
laa
y9-
I
I a<9
Ja I
l3m
U57
0
Field Report Report#. 53093a
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way suite 310 Permit M BLMb11M4
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent
Address: 23014/2302O.Edmonds Way
Inspection Performed: Rested
Date: 10124&0 11 Time:
Temperature:
For southeast building -Inspected resteel for sho.tcrete basement walls at 8/AD and A/6.2-8.
nspected grade and size of rebar, non contact lap splice and steady resteel installation. All,
rispected items were in Conformance with the drawing and applicable codes.
Distribution: 2 Distribute Client 2 ' Distribute Contractor Inspector: Shprits, Y.evgeniy
121 Distribute Engineer' F� Distribute Owner
PJ Distribute MunlcipalityF] Distribute0ther Reviewed by- Mike Blackwell
C] Distribute Architect n Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A. R. Testing is strictly forbidden
0
0
Field/Material Report Report #: 75461
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310,
Seattle, WA 98121
Date: 10/27/2011
Prqje�ct Number: 11-248
Perrnit # BLD20.110469
Project Name: Edmonds Way Apartments
Address: M014/23020 Edmonds Way
Air Temperature:
53 F
Supplier.
Concrete NW
Material Data:
concrete
Conciete Temperature:
62 F
ASTM C- 10'64
Plant Number
Air Content.
6.6 %
ASTM C 231
Slump:
2 -
ASTM C 143
Mix Number
15SHOT36A
Truck Number
C654
Time Sampled:
11:00;00 AM
Ticket Number.
127381
Added Water:
-0-
ByWhom:
Air Entrainment (6z/yard):
Number of S.amples:
1
Admixtures (oz/yard))
MB100XR
9.7
Yards placed:
9 of 18
Design Strength:
4000
6.5
Inspection Performed: Shotcrete
Location: Southeast Building shoterete walls.
Gridl-Ines: Grids 3.2 to 4.41D line and 3.2 to 5.51A line, elevation 1st floor to 2nd floor.
Remarks: A total of 18 cubic yards of CNW mix #1 5SHOT30A was placed u tilizing good nozzling technique as described In
ACI 506-recommendation for shotcrete practices. No sloughing, sagging or voids were observed. Shotcrete
contractor, Johnson Western, nozzleman, Glenn McKenney, blowpipe operator, Thomas McCarthy, pump was
Warrior model 3050 by WSI; Ingersoll Rand XP375.
'One shotcrete box was cast for compressive strength testing. Slump, temperature and air entrainment tests were
performed from shotcrete placed.
Conforming to approved plans Inspector: Oliver.Frank 2nd Inspector: Shprits. Yevgeniy
3rd Inspector:
Samples Tested in Accordance with ASTM:
C 617
C 31 C 172 C 39
Sample ID Test Date Age Size
Area
Set # Total Load
PSI Method Fracture Type
11.3235 11/3/2011 7 Shotcr6te
3.14
1/11 16520
6260 C 617 Cone Split
Distribution: Client Contractor Owner Date Malted:
Municipality Engineer Architect Tested By. Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maxim ' um -minimum thermometer). All reports are considered confidential and are the property of the clierii
and AAR. Testing Laboratory, Inc. Reproduction except In full, without the written consent of AAR. Testing Laboratory is strictly
forbidden.
Field/Material Report Report#: 75520
�AIFA, 1 R-1 'Qlh A
T-Z 7sfl Mal 0 ff_rwatmo My% Wmvwelfflrnq� C 10 1 Med ffffiff�r—o--nd. -9965
L Jai g-xT425!88ffS-4-4'j1
�F - - -M-1
Client. Name:
Venture General Contracting LLC Project Number: 11-244
Contact:
Matt Parent Permit # BLD2011009
Client Address:
2801 AJaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014123020 Edmonds Way
Date:
10/26/2011
Air Tern perature: 47 F
Supplier
Concrete NW
Material Data:
Concrete Temperature: 60 F ASTM C 1064
Concrete
Air Content: 5.6 ASTM C 231
Plant Number
0160A
Mix Number:
6144 Slump: .5 ASTM C 143
Truck Number
26964 Time Sampled: 8:00:00 AM
Ticket Number
Added Water 10 ByWhom: P-
Air Entrainment (oz/yard): 5.0
Number of Samples:
4
Yards placed:
9.5 of 52.6 Admixtures (ortyard)):
Design Strength:
3000
Inspection Performed:
Reinforced Concrete
Location: Slab on
grade, southeast building.
0 Gridi-Ines: Grids.4.4tolO/E.3tol-1.
Remarks: Arrived on site for observation and concrete placement. A total of 52.-5 cubic yards of CNW mix"00160A was
placed via pump and nianually'c6nsolidated. Temperature,.slump And air.entrainment tests were performed and a
set offour 4"x8" cylinders were cast from concrete placed.
RJ Conform.Ing to Approved plans Inspector: Oliver, Frank 2nd Inspector:
3rd Inspector:
Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 d 39
Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type
113175 11/212011 7 4X8 12.6. 1/3� 48430 3860 C 123-1 Cone
Distribution: RJ Client Contractor F1 owner Date Mailed:
Municipality Engineer Architect Tested By* Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM.0 31 for casting and curing concrete specimens in the field excluding Section
16.1.2 (required use of a maxlmum-minimum thermometer). All reports are considered confidential and are the property of the client
and A,A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
0
Field/Material RepOrt Report#: 75457
Client Name: Venture General Contracting LLC Project Number: 11-248
Contact: Matt Parent Permit # BLD20110469
Client Address: 2801 Alaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address: 23014/23020 Edmonds Way
Date: 10/26/2011
Air Temperature:
45 F
Supplier: Concrete NW
.
Concrete Temperature:
63 F
ASTM C 1064
Mat edal Data: Concrete
Air Content:
6.1 %
ASTM C 231
Plant Number.
Slump:
5
ASTM C 143
Mix Number 0365A55
Truck Number: C137
Time Sampled:
10:30:00 AM
Added Water
20
ByWhom: Pump Operator
Ticket Number 127351
Air Entrainment (oz/yard):
4.5
Number of Samples: 4
Admixtures (oz/yard)):
Yards placed: 10.5
Design Strength: 000
Inspection Performed: Reinforced Concrete
Location: Two columns at southeast building.
GrIdLlnes: Grid C/8.2 and C/9.2, elevation 1st floor to 2nd floor.
Remarks: Arrived on site for observation and concrete placement. A total of 10.5 cubic yards of CNW mix #0365A55 was
placed via pump and mechanically consolidated. Temperature, slump and air entrainment tests were performed
and a set of cylinders cast from concrete placed.
Sa Conforming to approved plans Inspector: Oliver, Frank 2nd Inspector:
3rd Inspector
Samples Tested in Accordance with ASTM: C 1231 C 31 b 172 C 39
Sample ID Test Date Age size Area Set # Total Load PSI Method Fracture Type
113179, 1112/2011 7 4X6 12.6 2/3 45760 3640 C 1231' Cone Shear
Distribution: 9 Client contractor F� owner Date * Mailed:
nV Municipality )Engineer Architect Tested By- Mike Blackwell
n Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excJuding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
E
0
Field/Material RepOrt Report#: 75581
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Suite 310
Seattle, WA 98121
Date; 10/26/2011
Supplier
Concrete NW
Material Data:
Concrete
Plant Number.
Mix Number:
15SHOT30A
Truck Number:
C062
Ticket Number
127353
Number of Samples:
I
Yards placed:
9 of 45
Design Strength:
4000
Inspection Performed: Shotcrete
Location: Southeast Building shotcrete walls.
Project Number: 11-248
Permit # BLD20110469
Project Name: Edmonds Way Apartments
Address: 23014/23020 Edmonds Way
Air Temperature:
45 F
Concrete Temperature:
67 F
ASTM C 1064
Air Content:
6.5 %
ASTM C 231
Slump:
2 -
ASTM C 143
Time Sampled:
11:00:00 AM
Added Water
-0-
ByWhom:
Air Entrainment (oz/yard):
6.4
Adrn.lxtures (oz1yard)) :
MB100XR
10.8
GrIdLInes: Grid�A/5.OtolO,AtoC/10,CtoE.5/9.2tolO.
Remarks: A total of 45 cubic yards of CNW mix #15SHOT30A was placed utilizing good nozzling technique as described in
ACI 506-recommendation for shotcrete practices. No sloughing, sagging or voids were observed. Shotcrete
contractor, Johnson Western, nozzleman, Glenn McKenney, blowpipe operator, Thomas McCarthy, pump was
Warrior model 3050 by WSI; Ingersoll Rand XP375.
One shotcrete box was cast for compressive strength testing. Slump, temperature and air entrainment tests were
performed from shotcrete placed. Sacrificial steel for cores was Intalled at three locations, locations of areas have
been documented by contractor.
Conforming to approved plans Inspector: Oliver, Frank 2nd Inspector:
Samples Tested in Accordance with ASTM: C 617 C 31 C 172 C 39
Sample ID Test Date Age Size Area Set # 'Total Load
113.185 1102011 7 Shotcrete 314 313 1P590
3rd Inspector:
PSI Method Fracture Type
5280 C.617 Cone Shear
Distribution: Client contractor Owner Uate Malled:
Municipality Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
AJI tests In accordance with the requirements of ASTM C 31 for casting and curing concrete specimens In the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
E
0
0
Field/Material RepOrt Report #: 75373
Client Name: Venture General Contracting LLC
Contact: Matt Parent
Client Address: 2801 Alaskan Way Sulte-,310
Seattle, WA 98121,
Date: 10119/2011
Supplier
Concrete NW
Material Data:
Concrete
Plant Number:
125
Mix Number:
01650
Truck Number
C103
Ticket Number:
26743
Number of Sam pies:
9
.Yards placed: 83 of 154
Design Strength: 5000
Project Number: 11-248
Perm it # BL020110469
Project Name: Edmonds Way Apartments
Address: 23014i'j3O2O Edmonds Way
Air Temperature:.
57 F
Concrete Temperature:
68 F
ASTM*C 1064
Air Content-
%
ASTM C 231
Slump:
6 "
ASTM C 143
Time Sampled:
8:50:00 AM
Added Water.
5
ByWhom: QC
Ahr Entriainryient (ozlyard):
Admixtures (oz/yard)) :
Glenlum
9.0
Inspection Performed: Reinforced Concrete.
Location: Reinforced concrete for post tension deck slab for the'southeast perspective and columns.
Grid Lines: PT-Gridlines B.2-H/10A-10D line. Samples at gridline F.4/10.0 line/PT-05. AJso, columns at E.1/4.4, 5.2, 6.5.
Remarks: Resteel for columns was in compliance with the drawing. Fresh concrete properties placement today was placed by
Ralph's boom pump and mechanically consolidated throughout. Specimens sampled at point of discharge to pump
hopper.
Conforming to approved plans Inspector: Shprits, Yevgenly 2nd Inspector: Medearis'. Jeff
3r1d Inspector:
Samples Tested in, Accordance with AISTM: C 1231 C'311 C 172. C 39
Sample ID Test Date Age Size Area Set # -total Load
113069
10/24/201
5fc
4X8
113070
10/24/201
5fc
4X8
113074
10/28/201
7
X 8:
12.6 1/2. 56750
12.6 55290
12.6 1/2, 58920
Psi
Method
Fracture Type
45201
C 1231
Cone
4400
C 1231
Cone
4690:
d 1231
Cone
Distribution: RJ Client Contractor Owner Date Mailed:,
Municipality Engineer 0 Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
AJI tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maxim um7m Inim um thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except in full. without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material RepOrt Report#: 75428
P I h"o ReP-4M
Client Name: Venture General Contracting LLC Project Number: 11448
Contact: Matt Parent Permit BLD20110469
Client Address: 2801 AJaskan Way Suite 310 Project Name: Edmonds Way Apartments
Seattle, WA 98121 Address:- 23014/23020 Edmonds Way
Date: 10/19/2011
Supplier Concrete NW Air Temperature: 48 F
Material Data: Concrete Concrete 'rem perature:, '61 F ASTM C 1064
Air Content: % ASTM C �31
Plant Number 125
Slump: 21/4 ASTM C 143
Mix Number: 15SHOT30A
Truck Numb er C 141 The Sampled: 11:45:00 AM
Ticket Number 26767 Added Water 5 ByWhom' Contractor.
Number of Samples; 1 Air Entrainment (oz/yard): 6.6
Yards placed: 9 of 54 Admixtures (oz/yard)): 160-XR 7.6
Design Strength: 4000.
Inspection Performed: Shotcrete
Location: Basement walls at southeast building.
0 Grid Lines: Grids E.3/10.1-1 1A E.3-17.4/7.'M.2 and b/4.4-8.
Remarks: Johnson Western was the ' shotcrete contractor. Lee Hart and Glenn McKinney were nozzleman, Mike Jung was the
blowpipe operator. Cot�pressor was Ingersoll Rand XP 375, pump was a Warrior P50, Sacflficlal steel was
installed in three locations.
Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector:
3rd.inspedtor:
Samples Tested in Accordance with ASTM: C 6i� C 31 C 172 C 39
Sample ID Test Date Age Size Area, Set # Total Load PSI Method Fracture Type
1.13093 10/26/201 7 Shotcrete 3'.14 2/2 13746�1 4380 C. 617 Cone
Distribution: Client Contractor Owner Date Mailed:,
Municipality Engineer Architect Tested By: Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A,A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
0
Field Report Report #: 52816
L"rr-na-t-7b-6,tNbv,1 166147,-f�,
0 e 25.88 2 a 25.8%15-44,
.58
50
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit BLD20110468
Seattle, WA 98121
Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23012 Edmonds Way
Inspection Performed: Resteel
Date: 9/15/2011 Time: Temperature:
For southeast building, inspected resteel for footings:
1) Wall footings along back retaining shoring wall from grid L.8 to grid 10.D and all the perimeter
walls within grids 1-1-132/11 O.A-1 O.D.
2) For elevator pit, E.2-E/1 0.4-10.8.
Inspected rebar grade, size, position, lap splice and concrete cover. All i nspected items were in
,conformance with the drawing (S2.OB, S3.2 and S1.0).
Distribution: Distribute Client F,/1 Distribute Contractor Inspector: Shpdts, Yevgeniy
Distribute Engineer F� Distribute Owner
Distribute Municipality Distribute Other Reviewed by: Mike Blackwell
F-1 Distribute Architect Distribute Other
7 V E `
U
AJI reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden sri:�
2011
SERVICES M.
CITY 0'r' EDMONDS
0
Field Report Report #: 52787
Client: Venture General Contracting LLC Project Number: 11-248
2801 Alaskan Way Suite 310 Permit #: BLD20110468
Seattle, WA 98121 Project Name: Edmonds Way Apartments
Contact: Matt Parent Address: 23012 Edmonds Way
Inspection Performed: Epoxy
Date: 91812011 Time:
Temperature:
nspected epoxy installation of reinforcement for "HD4" holdowns at places of misplaced
einforcement. Reinforcement dowels were installed in conformance with SK-2 (retrofit 14/S3.2).
:-mbedment into existing concrete was 6", core bid diameter was 5/8" (for #4 dowels). Holes
vere cleaned in conformance with producer's instruction for use. Adhesive was Simpson Set XP
vith an expiration date of 9/30/2012.
Distribution: Distribute Client f,-/] Distribute Contractor Inspector: Sh . prits, Yevgeniy
Distribute Engineer n Distribute Owner
Distribute Municipality EJ Distribute Other Reviewed by: Mike Blackwell
Distribute Architect 0 Distribute Other
157
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. 2011
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden ARMCES CIA.
r,IJY OF EDMONDS