Shoring, Special insp.pdf. & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
FORENSIC INVESTIGATION
July 18, 2016
Mr. Douglas Spee (E -Mail)
EDMONDS 2020 LLC
307 Bell Street
Edmonds, WA 98020
RE: FINAL LETTER
Edmonds Post Office
130 2"d Avenue North
Edmonds, WA
Krazan No. 096-14139
.JUL " 1 2016
ENWERING DIVISION
In accordance with your request and authorization, we have performed periodic special testing and
inspection services for the above referenced project. The special inspections for this project were:
• Soil Compaction Testing
• PT Prestressed Concrete
• Reinforced Concrete — CIP
• Proprietary Anchor Installation
• Shotcrete
• Soil Nail Grout
• Wood Seismic Resistance System
To the best of our knowledge, the above referenced items have been found to be in general accordance with
the approved plans and specifications, at locations represented within Krazan reports only.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office
at (425) 485-5519."
INC.
Jeff
P,ici fi �' M,'Aftlikkest Division
JSM/Ikm
CC: HALLER ARCHITECTURE (E-MAIL)
DC1 ENGINEERS (E-MAIL)
CITY OF EDMONDS
4303 198t1 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
1'(
& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION • FORENSIC INVESTIGATION
November 18, 2014
Mr. Douglas Spee (E -Mail)
EDMONDS 2020 LLC
307 Bell Street
Edmonds, WA 98020
RE: CONSTRUCTION TESTING AND INSPECTION
Edmonds Post Office
1302 d Avenue North
Edmonds, WA
Dear Mr. Spee,
KA No. 096-14139
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Jeff Mercer
Project Manager
Pacific Northwest Division
JM/Ikm
CC 14ALLFRARCHITECTURE (E-MAIL)
DCT ENGINEERS (E-MATL)
CITY OF EDMONDS
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 - FAX (425) 485-6837
With Offices Serving the Western United States
09614139 DFR doc
FIELD
^^
& A s s o c i a t e s, I n c. REPORT NO.: 14139DFR111414-CC
- Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 11/14/2014 CONTRACTOR: DeWitt
PROJECT #: 09614139 PERMIT #: 20140
PROJECT: Edmonds Post Office INSPECTOR: Christopher Congdon
LOCATION: 130 - 2nd Ave N. JURISDICTION: Edmonds
KA P.M.: Mercer WEATHER: Clear TEMP: 40
Arrived on site per request lbar reinforced concrete placement inspection for continuous footings approximately @ A.5-1-1/ l ,
1-5/11, A-11/5, & 2.3-5/A. Reinforcing conforms to plans, verified re -steel size, grade, lap, clearance, and coverage. Re -steel
ree of damage, oil, dirt, and excessive rust, and was adequately tied, chaired and supported to prevent displacement during
~oncrete placement. Monitored load tickets, batch weights, and water allowance.
hscl-ved contractor place approximately 135 yd of Concrete Nor' West mix #01550. One set of five 4x8 cylinders was
ade for compressive strength testing. Breaks scheduled for one on 11-21, three on 12-12, and one hold cylinder. See
,under report #14139CR1 1 1414 -CC for break results,
to to allowed space only one truck was able to be backed up to concrete pump at a time. Pump needed to be moved during
ncrete placement, as outriggers would have blocked road.
Reviewed By:
ASTM Test #:
Equipment/Asset Number(s):
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements.
S u peri ntendent/Represe ntative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
Daily Field Report Revision 8 Effective. 02(1312013
The, i'bK iau pmvi&d on thierelk'.e,p'_lel tortbr. exrinsive use orlhe mbenl. Tbis m— —Y aol be mpmduudm any fomrut. wilk nnt lb—Mtee part ar the client and Knm,&Assoaretes TbW n7urrt imdirates aur inv�r 9orc nhux'vxrirm andleslmR cu"�tlts bxs{rm sitn rrondiviuns and annhnctm[
..Mliex.. Thhlallonnalbeiseubjeet to lrvixw prim tn� xl snhrnht®I. Fay siKning laAs repor[, aur inspector dncv amt arvmpt resgrnsibi)i[y for veii0.ity mrre:ulis. the saure iufOrmxlimn bes becu pruviQed by others an rite.
N1_'KOF
raZan & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
FORENSIC INVESTIGATION
November 18, 2014
Mr. Douglas Spee (E -Mail)
EDMONDS 2020 LLC
207 Bell Street
Edmonds, WA 98020
RE: COMPRESSIVE STRENGTH TEST RESULTS
Edmonds Post Office
130 2nd Avenue North
Edmonds, Washington
Dear Mr. Spee,
KA No. 096-14139
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Jeff Mercer
Project Manager
Pacific Northwest Division
JM/Im
CXHALLER ARCHITECTURE (E-MAIL)
DCI ENGINEERS (E-MAIL)
CITY OF EDMONDS
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09614139 BRK,doe
�a z wr MASONRY GROUT
&Associate suInc . REPORT#: 14139MGR101514-JLG
Geotechnical Engineering . Environmental Engineering
Constructions Testing and Inspection
Date: 10/15/2014 Contractor: DeWitt
Project #: 09614139 Permit #:
Project: Edmonds Post Office Inspector: Jerry L. Gelder
Location: 120 2nd Ave N Edmonda Jurisdiction: City of Edmonds
KA P.M.: Weather: Mostly Cloudy Temp: 55 °
Placement Area:
Soil nail grout. West wall from
approximately 20' north to 50' north.
2nd Row of nails.
Remarks:
Grout mixed mechanically onsite.
Placed by pump. 1500psi at 3 days.
Asset -Equipment Numbers:
111spec[or:
perry ueloer
J-aboratory
Reviewed By:
Laboratory Data
Design Strength:
Set Tested
3000 Ca) 28 days
ASTM C39
Time
Mid Pt.
Type
Out of
Section Maximum
Comp.
Cyl.
Test
Width
Height
Plumb
Area Load
Strength
Code
Date Age
(in)
(in)
M)
(sq. in) (Ibs)
(psi)
49590-1
10/18/14 3
2.0/1.97
2.00
0
3.94 28110
7130
49590-2
11/12/14 28
2.0/2.0
1.98
0
4.00 1 41120
10280
49590-3
11/12/14 28
2.0/1.99
2.00
0
3.98 1 402407
10110
Field Test Methods
ASTM C143 ASTM C138
ASTM C1064 ASTM C173
ASTM C31 Other
ASTM C231
C. Mercer
Date Specimens Redd.: 10/16/2014
J-aboratory
Test Methods
Test
Set Tested
Break
ASTM C39
Time
# By
Type
ASTM C109
1 RG
1
ASTM C617
1 RG
1
ASTMI C1019
_
1 1 RG
1
Other
_est R Lints
Conforming
RemarksA 1A.,0—r
Results Reviewed By C. Mercer Date Reviewed 11/14/2014
Codes for Break Types:
1t.. 2 3 4 5 S
Offices Serving The Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
Fonn 04103 Revision 8 Effmiiv° 01-11.13
Tho infonnnlion provided on this rep dfi p,¢p..d fw lho ¢xeluaiv¢ nse oftheeliem, —1—Y not ha rep od,-d in my farm wilh.d the 6K! n pznn . r n nfthe di¢nl wnd K—, & As—inter. Thi.—W indiwlrs napecmr'so rvutian and lrsling mnpa hwd.-ik..dilionw xnd
canPrn¢(ar aetivilies Thin infnmelion is.snbjcct to review prior to l}nal.aubmittnl.. Fay signing this rcporl, our inapc¢lor doer nal acreptn:apnnsibilily for vnfidity of rcvultr 1'he wmYe inCnmtalian hes hcen prnvidcd by others an xile,.
.Y &Associates,Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
DATE: 10/15/2014
PROJECT#: 09614139
PROJECT: Edmonds Post Office
LOCATION: 120 2nd Ave N Edmonds
KRAZAN P.M.:
CORE BREAK
REPORT NO.: 14139CBR101514-JLG
CORE CODE: 49587
POUR DATE: 10/15/2014
CONTRACTOR: DeWitt
PERMIT #:
INSPECTOR: Jerry L. Gelder
JURISDICTION: Ci!y of Edmonds
WEATHER: Mostly Cloudy TEMP 55 °
Laboratory Data
Sample No. Max A, Size
1 0.375
2 - -0.375
3 0.375
4 0.375
ASTM C-39
Capped
Design Strength: 4,22L@ 28 das
2.75
2.75
2.75
2.75
ASTM C-42 X
Ratio of Max A
0.136
ASTM C-174
Code
Reported Batch Data
Field Data
%Air (ASTM C-231) Temp. (ASTM C-1064) 65 °
Supplier: Salmon Bay
L/D
Slump (ASTM C-143) 2 1/4 Sampling (ASTM C-172)
Plant Number:
3
Making (ASTM C-31) Unit Wt. (ASTM C-138)
Batch Time: 2:14
2.01
-2
Sample Time: 3:45
28 1
Field Notes
Truck #: 77
Ticket#: Y675995
2.00
Soil Nail Shotcrete. South wall Line 3 to 5 Elevation 34.5'
to 28.8'. 2000psi at 3 days.
Design Wts.
Actual Wts.
2.75
Mix No.
S4756000
11/12/2014
Cem. (Ibs)
NO INFO
I'll
2.75
F. Ash (Ibs)
i I
GIVEN
P.M. Review:
Agg. 1 (Ibs)
A
Sand (Ibs)
Water (lbs)
Air Ent. (oz)
Admix. (oz)
Water Added on Job (gal)
Initial Curing Temps:
(High)
(Low)
Amb. Air Temp.: Site Mix:
Field Test Results
Conforming
Inspector: Jerry Gelder
Laboratory Data
Sample No. Max A, Size
1 0.375
2 - -0.375
3 0.375
4 0.375
ASTM C-39
Capped
Design Strength: 4,22L@ 28 das
2.75
2.75
2.75
2.75
ASTM C-42 X
Ratio of Max A
0.136
ASTM C-174
Code
Test Date
Age
Length
Diameter
L/D
-1
10/18/2014
3
5.53
2.75
2.01
-2
11/12/2014
28 1
5.50
2.75
2.00
-3
11/12/2014
28
5.55
2.75
2.02
-4
11/12/2014
28
5.45
I'll
2.75
1.98
P.M. Review:
I.-,. t
A
Lab Data Reviewed By: C. Mercer
0.136
0.136
0.136
Date Specimens Redd: 10/16/2014
Diam. Uncapped Length Direction of Load
5.40 Pe
5.37 Pe
5.42 Pe
5.31 Pe
ASTM C-617 X ASTM C-1140
ASTM C-1604
Area Load PSI C. F.
5.94 30340 5110 1.0
5.94
44940
7570 1.0
5.94
44240
7450 1.0
5.94
44700
7530 1.0
Date Reviewed: -1 q
Date Reviewed: 11/14/2014
Corr. PSI Break Tested By
5110
1
RG
7570
3
RG
7450
3
RG
7530
3
RG
Lab Test Results
Conforming
Offices Serving The Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
Core Break RepotlRryMlstoo 3 611aiA�Wa 01-12.13
TM Information v. srn 1lwa'WPM 4 maP-d f. 04 *ft*,'mnP a or"owop kad -r W be OPl .rl..d 1r..Y Npnati%wM% -q ewn. arnluunn pw'mlpp,nxM d Fria dl -Ma t Kw n 8 A.4.k4nYim 1%nry nappal' IPMIznYa tbuv' n vMay+Y.n+�.w'�+w.wF 1pymhnG tldwNMm'I;amed on.ke
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,g�K- r . &Associates, Inc.
Geotechnical Engineering - Environmental Engineering
Construction Testing and Inspection
Date: 10/17/2014
Project M 09614139
Project: Edmonds Post Office
Location: 130 2nd Ave. N
KA P.M.: JSM
MASONRY GROUT
REPORT #: 14139MGR101714-GE
Contractor: Spee West
Permit #: Bld 20140
Inspector: Gerald Eooink
Jurisdiction: Edmonds
Weather: Overcast
Field data GROUT
Supplier 1plant No.
Site Mix
Grout
Air Max/Min
Slump
Temp.
Temn. Temp.
Time Truck# Ticket # % Air
(in.)
(F)
(F) (F)
Section
Area
(sq. In)
Maximum
Load
(llbs)
65o
60
Grout Box Used
Break
Type
T
T,
49616-1
10/24/14
Number of units used to form specimens
2.0/1.95
2.0
0
Placement Area:
For soil nails on the north facing wall,
Remarks:
Lefarge type 1-11 portland cement.
pment Numbers:
Inspector: Gerald
Reviewed By:
Temp: 60 °
Field Test Methods
ASTM C143 ASTM C138
17 ASTM C1064 ASTM C173
17 ASTM C31 Other
ASTM C231
I
Laboratory Data Design Strength: 3000 @ 28 days Date Specimens Redd.: 10/22/14
aborato,ry
L
Cyl.
Code
Test
Date
Age
Mid Pt.
Width
(in)
Height
(in)
Out of
Plumb
(%)
Section
Area
(sq. In)
Maximum
Load
(llbs)
Comp.
Strength
(psi)
Test Set
Time #
Tested
By
Break
Type
T
T,
49616-1
10/24/14
7
2.0/1.95
2.0
0
3.90
18870
4840
1
RG
1
49616-2
11/14/14
28
2.0/1.94
1.99
0
3.88
27960
7210
-- 1
RG
1
49616-3
11/14/14
28
2.0/1.93
2.0
0
3.86
27100
7020
-- 1
RG
1
Methods
ASTM C39
ASTM C109
ASTM C617
ASTM C1019
Other
Test Results
Conforming
Remarks —
Results Reviewed By C. Mercer Date Reviewed 11 /14/2014
Codes for Break Types: fx� � ° / u � `
1 2 3 4 5 6
Offices Serving The Western United States
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Puyallup (253) 939-2500
Form 04103 Revision H ERbctive 01-11-13
The in0semalion provided an this report ii,prepared f r the evelasive ass of'Ihc client, end may not ba rcpmducsd in any runnel Oh -1 the wrinen permissVon arthe imm and K—.& Assoaialra. Thio eep d indicxtss onr inspector's abssrvatian and testing resuhs boxed on sit., esmdilim:s acrd
wmmctw selivities This informntian is :nxbject to reviser pri�sr Ia Onal anbmittnl. Hy si@Hing This report, aur inspatar dnKa Hat nwepi resp�nvsibi{iry f r vnlidiry of resntts, The samo intamsa(ion has horn pmvided by athera on siG:.
Ql(mzw-i&Associates, Inc.
Geotechnical Engineering a Environmental Engineering
Construction Testing and Inspection
DATE: 10/20/2014
PROJECT#: 09614139
PROJECT: Edmonds Post Office
LOCATION: 130 -2nd Ave N.. Edmonds
KRAZAN P.M.: J.Mercer
CORE BREAK
REPORT NO.: 14139CBR102014-KB
Field Data
CORE CODE: 49613
% Air (ASTM C-231) Temp. (ASTM C-1064) 70 -deg
POUR DATE: 10/20/2014
CONTRACTOR:
Spee West
PERMIT #:
Batch Time: 11:06a
INSPECTOR:
Kevin Boekholt
JURISDICTION:
City of Edmonds
WEATHER:
Overcast TEMP 65 °
Field Data
Reported Batch Data
% Air (ASTM C-231) Temp. (ASTM C-1064) 70 -deg
Supplier: Salmon Bay
Slump (ASTM C-143) 2 -inches Sampling (ASTM C-172) X
Plant Number: Shilshole
Making (ASTM C-31) X Unit Wt. (ASTM C-138)
Batch Time: 11:06a
Sample Time: 12:30
Field Notes
Truck #: 7513o
iAt 12:30pm a 12"x12"x6" sample panel was created during the application of the shotcretd for
the 8 nails of the 2nd row of the West wall. Sample was left onsite and will be picked up
Ticket #: Y676164
tomorrow and delivered to our lab for appropriate compression testing. Only 10 of the 27
Desl n Wts. Actual Wt&
allowable gallons of water was added to the mix. See Report 09614139DFRIO2014KB for
Mix No S4756000
additional information.
Cem. (Ibs) 705
F. Ash (Ibs)
Agg. 1 (Ibs) 910
Sand (Ibs) 2120
Water (Ibs) 304
Air Ent. (oz)
Admix. (oz)
Water Added on Job (gal) 10
Initial Curing Temps; 70 ° (High)
(Low)
Amb. Air Temp.: 65 ° Site Mix:
Field Test Results
Conforming
Inspector: Kevin Boekholt
Laboratory Data Design Strength: 4.000 Q 28 days
Date Specimens Recd: 10/21/2014
Sample No. Max AverageDiameter Ratio of Max N2. To Diam,
Len th Direction
of Load
0.375Size
0.136
5.28
2 0.375 2.75 0.136
.42 Perpendicular
75.37
3 0.375 2.75 0.136
Perpendicular
4 0.375 2.75 0.136
5.31 Perpendicular
ASTM C-39 ASTM C-42 X ASTM C-174 ASTM C-617 X ASTM C-1140
Capped
ASTM C-1604
Cyl. Code Test Date Age Length Diameter LID Area Load PSI
C.F. Corr. PSI Break Tested B
-1 10/27/2014 7 5.41 2.75 1.97 5.94 33720 5680
1.0 5680 1gR
RG
-2 11/17/2014 28 5.55 2.75 2.02 5.94 38530 6490
1.0 6490 3RG
-3 11/17/2014 28 5.50 2.75 2.00 5.94 37720 6350
1.0 6350 3RG
-4 11/17/2014 28 5.43 2.75 1.98 5.94 38140 6420
1.0 6420 1G
P.M. Review: Date Reviewed:
Lab Test Results
Lab Data Reviewed By: C. Mercer Date Reviewed: 11/18/2014 Conforming
Offices Serving The Western United States
Lynnwood (425) 485-5519 a Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
Core Break Report Revision +a B.dYmtddva 01-12-13
The ini—a m pa.°,fdd.11dn d41N w"M fm p' nq!d tau,,a arsUu mina Of V* oWTL and may wAtm.'axat'u+s %K*d in any fa *t+A4ft )- 014 K..n 8 d0aao,z W*t Thi.i"nt Anka. wx 4napW— acne, Um"W"kUt+ t h. t ..d an ab
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"
-= & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
FORENSIC INVESTIGATION
October 15, 2015
Mr. Douglas Spee (E -Mail)
EDMONDS 2020 LLC
207 Bell Street
Edmonds, WA 98020
RE: COMPRESSIVE STRENGTH TEST RESULTS
Edmonds Post Office
130 2" Avenue North
Edmonds, Washington
Dear Mr. Spee,
KA No. 096-14139
�{qui
2015„
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
TES,
Jeff Mercer
Project lwl :5a
Pacific ort es ivision
RWIM
C'C' HALLER ARCHITECTURE (E-MAIL
DCI ENGINEERS (E-MAIL)
CITY OF EDMONOS
4303 198” Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
Willi Offices Serving the Western United States
09614139 BRK.doc
_ � CONCRETE
&Associates, Inc. REPORT NO.: 14139CR081715-WB
Geotechnical Engineering - Environmental Engineering
Construction Testing and Inspection
DATE: 8/17/2015 CONTRACTOR: Edmonds 2020
PROJECT #: 09614139 PERMIT #: BLD20140074
PROJECT: Edmonds Post Office INSPECTOR: William Bui
LOCATION: 130 2nd Ave N JURISDICTION: Edmonds
KA P.M.: Jeff Mercer WEATHER: Sunny TEMP: 6F,—
Field
Field Data
Concrete: I Other:
Supplier: CN W Plant No. Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Tem F Weight.
111:15aml C143 68053 1 5.5 1 7.5 75' 69 °
Location:
Placement Area
L3 (C.5 -E.5/ 1) Closure post tension and stern
Remarks:
Please Refer To Field Repot, Number: 9614139DFRO8172015-WB
Inspector:E William Bui
Reported Batch DATA
�
Cement Type
Design Actual
Mix No. 07600136
Corn Lbs 650 649
F. Ash Ibs,
C. Agg Lbs 1650 1645
C. Agg• Lbs
C. Agg. Lbs
Sand lbs 1510 1504
water20891 18391
Adrd'Wure
Adrnlu uro
Admixture
Air Ent, '...
(oz /cwI...................
Water Added On Job Site
(Gals.) 10g1 �
Field Test
ASTM Method
C143 C138
C1064 C173
C31 Other
Laboratory Data Design Strength: 6000 @ 56 days
Date Specimens Recd: 1 8/1812015
Cyl, Test Field Wt, Max
'Brk Test. Method
Comp. SetENG
Code Date Cure Age Dim. Area # Load
Strength #TYp ASTM C39
52456-1 8/24/15 7 4x8 12.56 -- 62050
4940 12 ASTM C109
52456-2 9/14/15 28 4x8 12.56 -- 76050
6060 13 ASTM C617
52456-3 10/12/15 56 4x8 12.56 -- 83480
6650 1 1 NG 2 ASTM C1231
52456-4 10/12/15 56 4x8 12.56 -- 84160
6700 1 NG 3 ASTM C1019
52456-510/12/15 56 4x8 12.56 -- 83720
6670 1 L NG 2 OTHER
Test Results
Remarks:
Results Reviewed By,]
Conformin
Gate; , ,( 9
Codes for Break Types: �" "� �' f N"
,
r3
1 21
4 5
Offices Serving The Western United States
Concrete Report Revision 11
Effective 02-11-13
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126
- Puyallup (253) 939-2500
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OF
miet�~ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
FORENSIC INVESTIGATION
September 20, 2014
Mr. Douglas Spee (E -Mail)
EDMONDS 2020 LLC
207 Bell Street
Edmonds, WA 98020
RE: COMPRESSIVE STRENGTH TEST RESULTS
Edmonds Post Office
1302 d Avenue North
Edmonds, Washington
Dear Mr. Spee,
KA No. 096-14139
l; NCANEE N WON
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
le Mer
Project er
Pacif o wrest Division
JM/Im
C.C. HALLER ARCHITECTURE (E-MAIL)
DCI ENGINEERS (E-MAIL)
CITY OF EDMONDS
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09614139 BRK.doc
MASONRY GROUT
& A s s o c i a t e s, i n c. REPORT M 14139MGRO91514-GE
Geotechnical Engineering - Environmental Engineering
Construction Testing and Inspection
Date: 9/15/2014 Contractor: Spee West
Project #: 09614139 Permit #: Bid 20140
Project: Edmonds Post Office Inspector: Gerald Eggink
Location: 130 2nd Ave. N Jurisdiction: Edmonds
KA P.M.: JSM Weather: Clear Tamn- Fin
Placement Area:
Sample taken during placement at AR2.
3 day, 1800 psi requirement and 28 day, 3000 psi requirement. 5 bags of
Lehigh type 1 -II portland cement was mixed with about 20 gallons of
water.
pment Numbers:
maPUGLU . %3erala S291nK Reviewed By:
Field Test Methods
ASTM C143 ASTM C138
ASTM C1064 ASTM C173
ASTMi C31 Other
ASTM C231
Laboratory Data
Design Strength:
3000 0- 28 days
...................
Date Specimens Rec'd.: 9/17/2014
Laboratory
Pt.
Out of
Section Maximum'
Comp.
Test Methods
Cyl.
Test
th Height
Te(i
Plumb
Area Load
Strength
Test Set Tested Break
ASTM C39
Code
Date A)
(in)
(%)
(sq. in) (Ibs)
(psi)
Time # By Type
ASTM C109
49330-1
9/18/14
2.0 2.01
0
4.0 1 20130
5030
-- 1 1 RG 1
,ASTM C617
49330-2
10/13/14 1 28
f
ASTM C1019
49330-3
10/13/14 28
,
�...
Test Results
Remarks
Results Reviewed By C. Mercer Date Reviewed 9/20/2014
Codes for Break Types:W
YYY111LLL ..� �.a,
1 2 3 4 5 6
Offices Serving The Western United States
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Puyallup (253) 939-2500
Foam 04103 Revision 8 Effw ive 01-11.13
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GFo rIiCIINICA I. ENG INC ERIN G a ENV IRO;' XIEN I AI HXGINEFRING
CONS I -RUC rION I LSTiNG & INSPEC I ION - ['01115SW INVI?51ICrAnON
Sw'�tWm'-.:r 1$.201
Mr. Douglas Stec (E -Mail)
t'm-lo�t)s 2020 t,t,c
307 Bdl Street
Edmonds, WA 98020
RE: CO\STRUCTION `I'll;S'FISG A --,'I) I\7SPY1(" HOI
Edmonds Post Office
130 2" Avenue North
Edmonds, NV
KA No. 096-14139
Dear NO Spec..
In accordance with your request and authori'ration, our first put need connuMmi testing and inspection
for the We referenced Qua The sainWhq and takhg waS perQWrne(1 by our inspectors and reports
are included.
If )uu have any questions, or if we can be or assistance, I)IC8SC do not hC'SiLlIC to contaC,I our
oHlec.
.P
1�etpec'GE.nVI ,ilf;"t�alt u I
[M%
%
Jeff Mercer
Project MitQ b
Pacific��t�k��n�„t Division
hUhn
D('1 EN(11V1;1 RS U NI 111 i
Crr1' Of!MhJ lWDS
4303 19WI Street SMA Igunwood, Washfugton 98036 o (425) 485-5519 a FAX (425) 485-6837
yI`itlr C3 ices .Yerving th 0 Wevern United ,.Walas
RE ID
I<X'�.., Z�111 1, & A s s o REPOFRF NO.� 14139 D FRO91 514 -GF-
... . ..........
rout placed Or sail WN aWng Tu eag IfAng rewfing wall. In samMe "m taken f'rom A.R2 wid lefl. m siw,, for
Ck LIP.. Gi•Wt Truxed on Mm mAT 5 Wags ol Lchigh type IQ[ PodMnd ownent and about 710 jW11mis M'%vtLtku-,
mw has a 1500 pi reT%mem aPer 3 days and 3000 pi MOMMON aRu 28 d",s
mwe IRmnathn, jAuasu rcfbr to Ejow nVon M l U39MCiR,09I5HG1.,,
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perforTned an amoQwwe WT the OPPmvcd Want apmOmiNns and rmway reymmnK
Tedundan
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L,vmvvcq)d I 5 H 19 - NOW (NAU 5981126 - Nqydhp (21Y 939 2500
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Kraza-ri
& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
FORENSIC INVESTIGATION
August 31, 2015
Mr. Douglas Spee (E -Mail)
EDMONDS 2020 LLC
207 Bell Street
Edmonds, WA 98020
RE: COMPRESSIVE STRENGTH TEST RESULTS
Edmonds Post Office
1302 d Avenue North
Edmonds, Washington
Dear Mr. Spee,
KA No. 096-14139
ISE ) SI 2(1'
1(urk
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Jeff Mercer
Project Manager
Pacific Northwest Division
ANIM
C'C' HALLER ARCHITECTURE (E-MAIL)
DCI ENGINEERS (E-MAIL)
CITY OF EDMONDS
4303 198" Street SW, Lynnwood, Washington 98036 - (425) 485-5519 - FAX (425) 485-6837
Willi Offices Serving tl:e Western United Stales
09614139 BRK,doc
azanUAssociates. Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 8/17/2015
PROJECT* 09614139
PROJECT: Edmonds Post Office
LOCATION: 130 2nd Ave N
KA P.M.: Jeff Mercer
Field Data
Concrete: Other:
CONCRETE
REPORT NO.: 14139CRO81715-WB
CONTRACTOR: Edmonds 2020
PERMIT #: BLD20140074
INSPECTOR: William Bui
JURISDICTION: Edmonds
WEATHER: Sunny
Supplier: CNW Plant No. Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
11: 15 am C143 j 68053 5.5_L 7.5 1 75 ° 1 69 °
Location:
Placement Area
L3 (C.5 -E.5/ 1) Closure post tension and stern wa
Remarks:
Please Refer To Field Repol. Number: 9614139DFR08172015-WB
Inspector -I William Bui
TEMP: 69 °
Reported Batch DATA
Cement Type
Design Actual
Mix No, 0760006
Cem. Lbs.. 650 649 !i
F. Ash lbs,
C. Agg. Lbs 1650 1645
C, Agg. Los _...
C.. Agg. 4.bs,
Sand Obs 1510 1504
Water 208al 18391
Addm2xltn e
Admixiure
Axdmhxlu o
Air Ent.
( oz / CW1
Water Added On Job Site
(Gals.) 1081
Field Test
ASTM Method
C143 C138
C1064P C173
C31 Other
Laboratory Data Design Strength: 6000 an 56 days j Date Specimens Recd: 811812015
Cyl. Test Field Wt, Max Comp. Set Tested Brk Test Method
Code Date Cure Age Dim. Area # Load Strength # By Typ ASTM C39
52456-1 8/24/15 7 4x8 12.56 -- 62050 4940 1 NG 2 ASTM C109
52456-2 9/14/15 28 4x8 1 ASTM C617
52456-3110/12/15 56 4x8 1 ASTM C1231
52456-4110/12/151 56 4x8 1 ASTM C1019
52456-510/12/15 56 4x8 1 OTHER
Test Results
Remarks:
Results Reviewed By: I Date:
T] Codes for Break Types:
1 2 3 4 5 -.6..
Offices Serving The Western United States
Concrete Report Revision 11 Effective 02-11-13
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
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