BLD20110561.pdf' n
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STATUS: ISSUED 8/3/2011
Expiration Date: 2/3/2012
Parcel No: 00488800300703
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
Per-m>It'#. BLD20110561
Address: 23620 74TH.AVE
CITY OF EDMONDS INTERURBAN TRAIL -
TRIMAXX CONSTRUCTION
TRIMAXX CONSTRUCTION
MICHELE FINNEGAN
12903 WAYWARD WAY
12903 WAYWARD WAY
23620 74TH AVE W
SEDRO WOOLLEY, WA 98284
SEDRO WOOLLEY, WA 98284
EDMONDS, WA 98026-8508
OTHER: N ----- OTHER DESC:
ZONE:
( ) - EXT:
(425) 508-4781 EXT:
(425) 5084781 EXT:
LOT #:
BASEMENT: 0 IST FLOOR: 0 2ND FLOOR: 0
LICENSE #: TRIMACI963B2 EXP: 1/25/2012
RETAINING WALL 15 FT ALONG EAST PROPERTY LINE, NE CORNER, 5 FT HEIGHT.
VALUATION: $0.00
PERMIT TYPE: Commercial
PERMIT GROUP: 58 - Retaining Wall/Bulkhead
GRADING: N CYDS: 5
TYPE OF CONSTRUCTION:
RETAINING WALL ROCKERY: Y
OCCUPANT GROUP:
OCCUPANT LOAD:
FENCE: N ( 0 X 0 FT)
CODE: 09
OTHER: N ----- OTHER DESC:
ZONE:
NUMBER OF STORIES: 0
VESTED DATE:
NUMBER OF DWELLING UNITS: 0
LOT #:
BASEMENT: 0 IST FLOOR: 0 2ND FLOOR: 0
BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 0
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
FRONTSETBACK SIDE SETBACK REAR SETBACK
REQUIRED: PROPOSED: RE UIRED: PROPOSED: RE UIRED: PROPOSED:
HEIGHT ALLOWED:O PROPOSED:O RE UIRED: PROPOSED:
SETBACK NOTES:
1 AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO
ZZI/N'
S BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S
COMPENSATION INSURANCE AND RCW 18:27.
THIS T A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR H_I,S,/H/ER DEPUTY A ALL FEES A-
RE PAID,
1 a ure Print Name Date Released By Date
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/ IRCI 10.
ONLINE APPLICANT ASSESSOR OTHER
STATUS: ISSUED BLD20110561
• Subgrade condition must be verified by Geotechnical Inspector. Final Geotechnical Engineer report to be submitted to the
City prior to permit final approval.
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check the job card for all required City inspections including final project approval and final
occupancy inspections.
• Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
• Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits
of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays,
excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must
comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance nor limit in any way the City """"s ability to enforce any
ordinance provision.
• Maintain erosion & sedimentation control per city standards.
INSPECTIONS
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE
PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6)
BUILDING (425) 771-0220 EXT. 1333 1 ENGINEERING (425) 771-0220 EXT. 1326 1 FIRE (425) 775-7720 1
PUBLIC WORKS 425) 771-0235 1 PRE-TREATMENT 425) 672-5755 RECYCLING 425) 275-4801
When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection
beine requested, Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon.
• E-Geotech Final Report
• E -Retaining Wall Drainage
• B -Retaining Wall
ov E041a� Inspection Comments
BLD20110561 58 - Retaining Wall/Bulkhead
Applied: 07/20/2011 Issued: 08/03/2011 Expires: 02/03/2012
Address: 23620 74TH AVE W, EDMONDS
INSPECTION _ DATE INSPECTOR ACTION
1001 - E-Geotech Final Report 06/19/2012 HAWKINS CMP
Comment: Geotech report submitted to bldg on 6-19-12
1054 - E -Retaining Wall Drainage 06/19/2012 HAWKINS CMP
Comment: Footing drain installed per plan
1116 - 13 -Retaining Wall 06/21/2012 LAWLER CMP
Comment:
6/21/2012 4:38:06 PM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 1 of 1
RECEIVED
JUN 19 2012
HWA GEOSCIENCES INC. ENGINEERING DIVIS'(�p'
Ceinvihnical Pavemew Iirrq 1l�rlrnlr'ulo'r t;rurrrr•irorrrn,v11A 1'Inrrni+r'� t Nrr'mit(h) !us/>r,7r''Y' 7i sling
June 18, 2012
Project No: 2011-070-23
City of Edmonds (Public Works)
1215 th Avenue North
Edmonds, WA 98020
Attention: Mr. Jaime Hawldns
Subject: EDMONDS INTERURBAN TRAIL
Federal Aid No. CM -0365 (009)
City Project No. E2DB/C146
Permit No. BLD20110561
Dear Mr. Hawkins:
This is to certify that we have performed materials testing and inspections for the
foundation for Modular Block Walls and related backfills. Inspection and testing began
on August 24, 2011 and was completed on September 12, 2011 (see HWA field Reports
FR -014 through FR -023). Work involved verification of wall bearing soils, removal and
replacement of loose and/or organic subgrade with structural fill, and assessing
compaction of wall backfill material.
All inspections and tests performed during wall construction were reported according to
the requirements and, to the best of our knowledge, the work was in general conformance
with the approved plans, specifications and RFI's, except as otherwise noted in the field
reports.
The conclusions drawn from our observations apply to the work with respect to wall
construction. We cannot provide advice, opinions, or conclusions relative to site work
which we have not observed.
Please call the undersigned at (425) 774-0106 if you have any questions or concerns.
Sincerely,
HWA GeoSciences Inc
Steven E. Greene, L.G., L.E.G.
Vice President
r
21312 30th Drive'SE
Suite 110
To rtin Bothell, WA 98021•.7010"
Inspection Manager
Tel: 425:774.0106
Fax: 425.774.2714,
wwwlivageo.com.
�f
21312 30th Drive SE, Suite 110
Bothell, WA 98021-7010
Tel. 425-774-0106
HWAGWSCIENCES INC. Fax. 425-774-2714
Field Report No.: FR -014
Date (mm/dd/yy): 8/24/2011
HWA Project No.: 2011-070-23
HWA Task No.:
Project Name
Location or Address of Project
Permit No.
Edmonds Interurban Trail Project
Edmonds, WA
Client
Client Representative
Weather
Perteet Engineering
Bill Mitchell
Sunny/Warm ,
Design Authority (engineer or architect of record)
Design Authority Representative
HWA Project Manager
KPFF
Ronald Leimkuhler
Tony Martin
General Contractor
General Contractor Representative
HWA Field Representative
David Prihoda
FIELD REPORT
SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY:
Start Travel: 0930 Arrived at Site: 1000 Departed Site: 1400 End Travel: 1430
I made a site visit to assess the native soils that were going to be used for the foundation of the modular block wall on
the south side of 74th Ave W between approximate station 107+10 to 109+00. 1 used a 1/2 diameter, T -Handle probe to
inspect the competence of the native soils. Some of the soils exposed consisted of a very dense native glacial till that
was suitable for it's intended use. However, several areas consisted of a very loose silt with trace gravel. Probe
penetrations in those areas were up to 2.5 -feet. I called Steve Greene with HWA for additional input on what the
maximum over -excavation should be. It was decided, that due to the wall height, a maximum of 1 -foot over -excavation
would be adequate, compact soils at this elevation if necessary and add compacted crushed rock. Over -excavated
areas are detailed below:
Area 1: Station 108+70 started the over -excavation that tapered to minus 1 -foot at 108+40, the 1 -foot over -excavation
continued to 108+10.
Area 2: There was a step up in the wall grade starting around station 108+10, this area was over -excavated starting at
minus 1 -foot and gradually returning to grade at station 107+90. '
Area 3: 1 -foot over -excavation between 107+60 to 107+22.
Area 4: Between approximate stations 107+10 to 107+17, during over -excavation, a root was uncovered and required
additional over -excavation of approximately 8 -inches in a 2 -foot area.
Total time charged to this job today is 6 hours including travel time and report writing.
SIGNATURES:
Signe �i('1/id Reviewed:
HWA F' epr entative HWA Project Engineer or Reviewe
SUMMARY OF UNRESOLVED ISSUES
Report# Item# Status
na na There are no outstanding issues at this time.
This report should only be reproduced in its entirety. Report is not final until signed by HWA field representative and HWA reviewer. Page 1 of 1
If,
TRANSMITTAL
Date: August 29, 2011
From: Tony Martin
HWA Proiect No.: 2011-070.-21
U AJ
HWAGEOSCIENCES INC.
21312 30th Drive SE, Suite 110
Bothell, WA 98021-7010
Tel. 425-774-0106
Fax: 425-774-2714
Company:
Perteet Engineering
City of Edmonds
Attention:
Bill Mitchell
Jaime Hawkins
Email:
bmitchell@perteet.com
hawkins@cLedmonds.wa.us
Phone No.:
425-359-5182
425-771-2525
Number of Pages: 4 (Including cover sheet)
ORIGINAL TO FOLLOW BY MAIL ❑ Yes X No
Subject: Edmonds Interurban Trail
Bill and Jaime,
Please find attached copies of Field Reports FR -014 through FR -016 for the subject project.
If you have any questions or concerns, please call.
Tony Martin
Office: 425-774-0106
The inforniation in this fax message is confidential and intended only for the use of the recipient named above. If you
receive this fax in error, you are hereby notified that any dissemination, distribution, or copying of this communication
is strictly prohibited. If you receive this message in error, please notify us by telephone immediately.
Geotechnical Engineering
Hydrogeology
Geoenvironmental Services
Testing & Inspection
[FLYraI
HWAGEOSC[ENCES INC.
21312 30th Drive SE, Suite 110
Bothell, WA 98021-7010
Tel. 425-774-0106
Fax. 425-774-2714
Field Report No.: FR -01.5
Date (mm/dd/yy): 8/25'12011
HWA Project No.: 2011-070-23
HWA Task No.:
Project Name
Location or Address of ProjectPermit
No.
Edmonds Interurban: trail Project
Edmonds, WA
Ment
Client Representative
Weather
Perteet Engineering
BiIP'Mitcliell
Sunn fW6rm
Design Authority (engineer or architect of record)
Design Authority Representative
HWA Project Manager
KPFF
Ronald1eimkuhler
Tony Martin
General Contractor
General Contractor Representative
HWA Field Representative
David Prihoda
FIELD REPORT
SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY:
Start Travel: 1230 Arrived at Site: 1300 Departed Site: 1345 End Travel: 1415
I made a site visit to assess the CSTC that was used as backfill for the over -excavated soils under modular block wall
on the south side of 74th Ave W between approximate station 107+10 to 109+00 (See FR -014 for information regarding
the over -excavation). Also, the contractor informed me that the whole wall area received approximately 2 -inches of
CSTC to provide a uniform/level foundation for the wall. I was informed that the CSTC in the over -excavated areas was
compacted using a Hoe-Pac, a small flat plate vibratory compactor was used over the top of all the CSTC. I used a 1/2
diameter, T -Handle probe to inspect the compaction of in-place CSTC. CSTC was compacted thoroughly based on
minimal probe penetration.
Total time charged to this job today is 3 hours including travel time and report writing.
SIGNATURES:
Signed. di
HWA Fi Id epre entative
Reviewed: _A_�
HWA Project Engineer or Review r
SUMMARY OF UNRESOLVED ISSUES
Report# Item# Status
na na There are no outstanding issues at this time.
This report should only be reproduced in its entirety. Report is not.final until signed by HWA field representative and HWA reviewer. Page 1 of 1
HWAGEOSCIENCES INC.
21312 30th Drive SE, Suite 110
Bothell, WA 98021-7010
Tel. 425-774-0106
Fax. 425-774-2714
Field Report No.: FR4016'
Date (mm/dd/yy): 8/26/201,1
HWA Project No.: 2011-670-23;
HWA Task No.:
Project Name
ooation or Address of Project
Permit No.
Edmonds lnterutban Trail Project
Edmonds,. VVA
Client
Client Representative
Weather
Peiteet En girieeriri '
Bill Mitchell
Sunn lWg'm!
Design Authority (engineer or architect of record)
Design Authority Representative
HWA Project Manager
KPFF
Ronald Leimkuhler
ITony Martin
General Contractor
General Contractor Representative
HWA Field Representative
David Peihoda'
FIELD REPORT
SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY:
Start Travel: 1400 Arrived at Site: 1430 Departed Site: 1500 End Travel: 1545
I made a site visit to observe the current progress being made on the construction of the modular block wall on the
south side of 74th Ave W between approximate station 107+10 to 109+00. No construction personal was on site at the
time of my visit. It appeared that the contractor had placed the first 2 lifts of blocks and had their first series of tie -backs
in place. The tie -backs in multiple areas were clearly not tight and/or level. It appeared that additional excavation behind
the wall needs to be made so that the tie -backs can be pulled tight and level.
Total time charged to this job today is 2.5 hours including travel time and report writing.
SIGNATURES:
Signe
HWA lel Rep sentative
Reviewed: Ak-1 �&
HWA Project Engineer or Reviewer.
SUMMARY OF UNRESOLVED ISSUES
Report# Item# Status
na na There are no outstanding issues at this time.
This report should only be reproduced In its entirety. Report is not final until signed by HWA field representative and HWA reviewer. Page 1 of 1
21312 30th Drive SE, Suite 110
ff "T"A Bothell, WA 98021-7010
Tel. 425-774-0106
HWAGEOSCIENCES INC. Fair. 425.774-2714
Field Report No.: FR -017
Date (mm/ddlyft 8/29/2011
HWA Project No.: 2011-070-23
HWA Task No.:
Project Name
Location or Address of ProjectPermit
o.
Edmonds Interurban Trail Project
Edmonds, WA
Client
Client epresen a ive
Weather
Perteet Engineering
Bill Mitchell
Sunny/Warm
Design Authority engineer or architect of record)
Design Authority Representative
HVVA Projectmanager
KPFF
Ronald Leimkuhler
Tony Martin
enera contrac or
General Contractor Representative
HWA FieldRepresentative
David Prihoda
FIELD REPORT
SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY:.
Start Travel: 1100 Arrived at Site: 1130 Departed Site: 1200 End Travel: 1230
I made a site visit to observe the current progress being made on the construction of the modular block wall on the
south side of 74th Ave W between approximate station 107+10 to 109+00. The contractor had Gravel Borrow backfilled
to the top of the underdrain. The Gravel Borrow was being compacted using a jumping -jack compactor. There was not
enough material in place to perform nuclear density testing. I inspected the compaction of the Gravel Borrow using a
1/2 -inch diameter, T -Handle probe. Probe met refusal after an average of 2 -inches of penetration indicating the
material is compacted sufficiently.'
Total time charged to this job today is 2 hours including travel time and report writing.
SIGNATURES:
Signed:-------
HWA Field Representative
Reviewed: J�� A
HWA Project Engineer or RevievIeQ
SUMMARY OF UNRESOLVED ISSUES
Report# Item# Status
na na There are no outstanding issues at this time.
This report should only be reproduced in its entirety., Report is not final until signed by HWA field representative and HWA reviewer. Page 1 of 1
TRANSMITTAL
Date: September 1, 2011
From: Tony Martin
HWA Proiect No.: 2011-070-21
'ITO,
HINAGEOSC[ENCES INC.
21312 30th Drive SE, Suite 110
Bothell, WA 98021-7010
Tel. 425-77470106
Fax: 425-774-2714
Company:
Perteet Engineering
City of Edmonds
Attention:
Bill Mitchell
Jaime Hawkins
Email:
bmitchell@perteet.com
1iaw1dns@ci.edmonds.wa.us
Phone No.:
425-359-5182
425-771-2525
Number of Pages: b (Including cover sheet)
ORIGINAL TO FOLLOW BY MAIL ❑ Yes X No
Subject: Edmonds Interurban Trail
Bill and Jaime, -
Please find attached copies of Field Reports FR -017 and FR -018 along with laboratory break
test results for concrete sample sets C-3 and C-4 for the subject project.
If you have any questions or concerns, please call.
Tony Martin
Office: 425-774-0106
The information -in this fax message is confidential and intended only for the use of the recipient named above. If you Geotechnical Engineering
receive this fax in error, you are hereby notified that any dissemination, distribution, or copying of this communication Hydrogeology
is strictly prohibited. If you receive this message in error, please notify us by telephone immediately. GeoenVlronnlentdl Services
Testing & Inspection
21312 30th Drive SE, Suite 110
Bothell, WA 98021-7010
Tel. 425-774-0106
HWAGEOSCIENCES INC. Fax..425-774-2714
Field Report No.: FR -018
Date (mmldd/yy): 8/30/2011
HWA Project No.: 2011-070-23
HWA Task No.:
Project ame
Location or Address of ProjectermM
o.
Edmonds Interurban Trail Project
Edmonds, WA
Men17-
Ulient Representative
Weather
Perteet Engineering
Bill Mitchell
Overcast
esign A1.11nority (engineer or arc i ec o recorDesign
Authority Representative
HWA ProjectManager
KPFF
Ronald Leimkuhler
Tony Martin
enera ontracto
Ueneral L;ontractor Representative
HVVA vielaRepresentative
David Prihoda
FIELD REPORT
SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY:
First Visit: Start Travel: 0930 Arrived at Site: 1000 Departed Site: 1030 End Travel: 1100
Second Visit: Start Travel: 1530 Arrived at Site: 1600 Departed Site: 1700 End Travel: 1730
I made my first site visit to observe the excavation for the modular block wall on the North side of 74th Ave W
between stations 108+70 to 110+50. The contractor indicated that they probably would not get around to starting the
excavation for the wall today but would need densities on the wall between stations 107+10 to 109+00.-
I then went to observe the current progress being made on the construction of the modular block wall on the south side
of 74th Ave W between approximate station 107+10 to 109+00. The contractor had Gravel Borrow backfilled to the 6th
block lift. The Gravel Borrow was being compacted using a jumping -jack compactor and a Hoe-Pac. There was not
enough material in place to perform nuclear density testing. I inspected the compaction of the Gravel Borrow using a
1/2 -inch diameter, T -Handle probe. Probe met refusal after an average of 2 -inches of penetration indicating the
material is compacted sufficiently. The contractor indicated that they would have enough material in place to perform
nuclear density testing this afternoon. I left the site at 10:30AM.
I returned to the site at 3:30PM to perform nuclear density gauge testing on the Gravel Borrow backfill for the modular
block wall on the South side of 74th Ave W between approximate station 107+10 to 109+00. The contractor had placed
Gravel Borrow to approximately minus 1 foot below finish grade for the material for the wall. According to the
contractor, the Gravel Borrow was compacted using a jumping -jack compactor and a Hoe-Pac vibratory compactor.
The Gravel Borrow was tested for compaction using a nuclear density gauge. Density testing showed that this lift had
exceeded the minimum compaction of 95 percent of the maximum dry density.
Total time charged to this job today is 4.5 hours including travel time and report writing.
SIGNATURES:
Signed: <
HWA Field Representative
Reviewed:
HWA Project Engineer or Reviewer
SUMMARY OF UNRESOLVED ISSUES
Report# Item# Status
na na There are no outstanding issues at this time.
This report should only be reproduced in its entirety. Report is not final until signed by HWA field representative and HWA reviewer. Page 1 of 2
21312 30th Drive SE, Suite 110
Bothell, WA 98021-7010
Tel. 425-774-0106
HWAGEOSCIENCES INC. Fax. 425-774-2714
Field Report No.: FR -018
Date. (mm/dd/yy): 8/30/2011
HWA Project No.: 2011-070-23
HWA Task No.:
Project Name
Location or Address of ProjectPermit
NO.
Edmonds Interurban Trail Project
Edmonds, WA
Field Test
ienClient
epresen a ive
Weather
Perteet.Engineerin
Bill Mitchell
Overcast
Design Authority engineer or architect of recurDesign
Authority Representative
HWA Project Manager
KPFF
Ronald Leimkuhler
Tony Martin
General Contractor
ueneral L;ontractor Representative
HWA MetaRepresentative
8
AG -5
A/8
David Prihoda
FIELD COMPACTION TEST REPORT - NUCLEAR METHOD
MATERIAL BEING PLACED: Gravel Borrow.
PROJECT IMPROVEMENT TESTED: Wall backfill.
Test
No.
Detailed Test Location
Elev'n
or
Depth
B.G."(in)
Probe
Depth
Lab Control"
(Proctor/Rice/Marshall)
Field Test
Relative
Compaction
Density
Moist.
ID
#
Max.Opt.
Dens.
Moist.
Over
Size °/
Total
pcf
Dry
pcf
Moist.
%
Field
%
Spec
%
1
Modular block wall on the south side
of 74th Ave W, Sta 108+00.
"1
8
AG -5
A/8
135.8
7.7
<5
136.7
132.0
3.6
97
95
2
3
4
5
6
7'
8
9
10
11
12
13
EE
Li
LJ
Test Method X ASTM D6938 (soil) ASTM D2950 (asphalt) Other:
Densometer: Troxler 3440 Troxler 3430 Troxler 3411-B CPN MCI -DR -P
Serial #: 61445 Density Standard Count.: 3160 Moisture Standard Count: 613
'Lab Control: Standard Proctor X Modified Proctor
Asphalt Marshall Density Asphalt Maximum Theoretical Density (Rice)
COMMENTS: Test locations and elevations are approximate. Testing provides data only for a specific test location and to a limited depth.
Accompanying field report provides additional information. "`Depth B.G. indicates depth below grade. Grade means the design finish grade of the
current type of fill material being placed. Bolded results indicate compaction below specified value.
Completed By: David Prihoda Reviewed By: Tony Martin
This report should only be reproduced in its entirety. Report is not final until signed by HWA field representative and HWA reviewer. Page 2 of 2
FIELD AND LABORATORY CONCRETE TEST REPORT �`T •,
El ASTM C 31, C 39, C78, C 143, C172, C231, C1064, C1231 HWAGEOSCIENCES INC.
AASHTO T23, T22, T119, T141, T152, T309
CLIENT: Pefteet Engineering TESTISET # $C-3
PROJECT: Edmonds Interurban TraY DATE CAST: 8/3/2011
HWA PROJECT NO: 2011-070-21 HWA TASK NO.: DATE REC'D: 8/4/2011
DESCRIPTION OF CONCRETE PLACEMENT REPRESENTED BY THIS TEST:
Curb and gutter North bound 76th Avenue W from the intersection of WA -104 to the intersection of 242 Place
SW.
COMPRESSIVE STRENGTH
CYLINDER
I.D.
NUMBER
AGE
(days)
CYL.
WEIGHT
(grams)
TEST
DATE
(mmidd/yy)
CYL.
TYPE
(d'W')
DIAMETER
(inches)
X -SECT. MAX.
AREA LOAD
(sq. in.) (lbs)
COMPR.
STRENGTH
(psi)
FRAC. TECH.
TYPE
2011 -070 -21 -$C -3A
28
3902
8/31/11
4x8
4:01
12.63 61470
4870
5 HB
2011-070-21-$C-38
28
3896
8/31/11
4x8
4.02
12.69 63830
5030
5 HB
2011 -070 -21 -$c -3C
28
3899
8/31/11
4x8
4.01
12.63 65570
5190
5 HB
MISCELLANEOUS INFORMATION I COMMENTS
Contractor / SubContractor:
J and G Concrete
Concrete Placement Method:
Chute
Field test -results reported to
Chris
(Contractor Representative on Site)
Field test results reported to
Jaime Hawkins - City of Edmonds
(Client/Owner's Rep. on Site)
Additonal slump tests on the following truckloads: None
HWA also visually assessed the
following truckloads: None
Additional air tests on the following truckloads: None
Cap used: ❑ Un -Bonded ❑ Sulfer ❑ Other. Specified Minimum:j
4000
WHOM
2 3 4 5 8
FLEXURAL STRENGTH TEST DATA
BEAM
I.D.
NUMBER
AGE
(days)
TEST
DATE
(mm/dd/yy)
AVG.
WIDTH
b (in.)
AVG.
DEPTH
d (in.)
SPAN
L (in.)
FRACTURE
LOCATION
a (in.)
MAXIMUM
LOAD
P (lbs)
MODULUS OF
RUPTURE
R (psi)
TECH.
Start Unloading: 11:09AM
Truck Number: 4789
Cum. Volume (yd): 9
End Unloading:
Ticket Number: 23946018
Admixtures: WRDA, DARAAT30
FIELD TEST DATA
Slump (inches): 3.75
Specified Slump (min -max): 7.5 Max
Time Sampled: 11:10AM
Entrained Air (%): 5.1
Specified Ent. Air (min -max): 4.5-7.5
Time Cyl.s Cast: 11:20AM
Conc. Temp. (F): 77
Ambient Air Temperature (F): 74
Cast By: DP
Density (pco:
Initial Curing Temp (min -max): 68-83
Mold Type: Plastic
MISCELLANEOUS INFORMATION I COMMENTS
Contractor / SubContractor:
Unless otherwise indicated, samples are tested in a moist surface condition using leather shims. Specified Minimum:1
Reviewed By:
This report applies only to the Items tested, and may be reproduced in full, with written approval of HWA GEOSCIENCES INC.
INFO. FROM SUPPLIER TICKET
Supplier Name: Cemex
Max: Agg. Size -(in): 314"
Time Batched: 10:09AM
Plant Number: 1800
Cement Type: 111
Arrival Time: 11:OOAM
Mix Code / No.: 1188515
Load Volume (yd 3): 9
Start Unloading: 11:09AM
Truck Number: 4789
Cum. Volume (yd): 9
End Unloading:
Ticket Number: 23946018
Admixtures: WRDA, DARAAT30
FIELD TEST DATA
Slump (inches): 3.75
Specified Slump (min -max): 7.5 Max
Time Sampled: 11:10AM
Entrained Air (%): 5.1
Specified Ent. Air (min -max): 4.5-7.5
Time Cyl.s Cast: 11:20AM
Conc. Temp. (F): 77
Ambient Air Temperature (F): 74
Cast By: DP
Density (pco:
Initial Curing Temp (min -max): 68-83
Mold Type: Plastic
MISCELLANEOUS INFORMATION I COMMENTS
Contractor / SubContractor:
J and G Concrete
Concrete Placement Method:
Chute
Field test -results reported to
Chris
(Contractor Representative on Site)
Field test results reported to
Jaime Hawkins - City of Edmonds
(Client/Owner's Rep. on Site)
Additonal slump tests on the following truckloads: None
HWA also visually assessed the
following truckloads: None
Additional air tests on the following truckloads: None
Reviewed By:
This report applies only to the Items tested, and may be reproduced in full, with written approval of HWA GEOSCIENCES INC.
FIELD AND LABORATORY CONCRETE TEST REPORT,
El ASTM C 31, C 39, C78, C 143, C172, C231, C1064, C1231 HWAGEOSCIENCES INC.
AASHTO T23, T22, T119, T141, T152, T309
CLIENT: Perteet Engineering TEST/SET # $C-4
PROJECT: Edmonds Interurban Trail DATE CAST: 8/4/2011
HWA PROJECT NO: 2011-070-21 HWA TASK NO.: DATE REC'D: 8/5/2011
)ESCRIPTION OF CONCRETE PLACEMENT REPRESENTED BY THIS TEST:
,urb, gutter, and sidewalk, North bound 76th Avenue W from the intersection of WA -104 to the intersection of
?42 Place SW.
FLEXURAL STRENGTH TEST DATA
COMPRESSIVE STRENGTH
EST DATA
CYLINDER
I.D.
NUMBER
AGE
(days)
CYL.
WEIGHT
(grams)
TEST
DATE
(mm/dd/yy)
CYL.
TYPE,
(d"xl")
DIAMETER
(inches)
X -SECT. MAX.
AREA LOAD
(sq. in.) (lbs)
COMPR.
STRENGTH
(psi)
FRAC. TECH.
TYPE
2011 -070 -21 -$C -4A
28
3868
9/1/11
4x8
4.01
12.63 57230
4530
5 JH
2011 -070 -21 -$C -4B
28
3872
9/1/11
4x8
4.01
12.63 59780
4730
5 JH
2011 -070 -21 -$C -4C
28
1 3904
9/1/11
4x8
4.02.
12.69 60430
4760
5 JH
MISCELLANEOUS INFORMATION / COMMENTS
Contractor / SubContractor:
J and G Concrete
Concrete Placement Method:
Chute
Field test results reported to
Chris
(Contractor Representative on Site)
Field test results reported to
James - City of Edmonds
(Client/Owner's Rep, on Site)
Additonal slump tests on the following truckloads: None
HWA also visually assessed the following truckloads: None
Additional air tests on the following truckloads: None
Cap used: ® Un -Bonded ❑ Sulfer ❑ other. Specified Minimum:
4000
®®M El
FLEXURAL STRENGTH TEST DATA
BEAM
I.D.
NUMBER
AGE
(days)
TEST
DATE
(mm/dd/yy)
AVG.
WIDTH
bin.)
AVG.
DEPTH
d (in.)
SPAN
Lin.)
FRACTURE
LOCATION
a (in.)
MAXIMUM
LOAD
P (Ibs)
MODULUS OF
RUPTURE
R (psi)
TECH.
Start Unloading: 10:00AM
Truck Number: 3424
Cum. Volume (yd 3): 8
End Unloading:
Ticket Number: 23954662
Admixtures: WRDA, DARAAT30
FIELD TEST DATA
Slump (inches): 5
Specified Slump (min -max): 7.5 Max
Time Sampled: 10:02AM
Entrained Air (%): 4.8
Specified Ent. Air,(min-max): 4.5-7.5
Time Cyl.s Cast: 10:12AM
Conc. Temp. (F): 75
Ambient Air Temperature (F): 70
Cast By: DP
Density (pcf):
Initial Curing Temp (min -max): 68-83
Mold Type: Plastic
MISCELLANEOUS INFORMATION / COMMENTS
Contractor / SubContractor:
Unless otherwise indicated, samples are tested In a moist surface condition using leather shims. ApeCITleO mimmum:l I
Reviewed By:
This report applies only to the Items tested, and may be reproduced In full, with written approval of HWA GEOSCIENCES
INFO. FROM SUPPLIER TICKET
Supplier Name: Cemex
Max: Agg. Size (in): 3/4"
Time Batched: 9:10AM:
Plant Number: 1800
Cement Type: 111
Arrival Time: 9:52AM
Mix Code / No.: 1188515
Load Volume (yd 3): 8
Start Unloading: 10:00AM
Truck Number: 3424
Cum. Volume (yd 3): 8
End Unloading:
Ticket Number: 23954662
Admixtures: WRDA, DARAAT30
FIELD TEST DATA
Slump (inches): 5
Specified Slump (min -max): 7.5 Max
Time Sampled: 10:02AM
Entrained Air (%): 4.8
Specified Ent. Air,(min-max): 4.5-7.5
Time Cyl.s Cast: 10:12AM
Conc. Temp. (F): 75
Ambient Air Temperature (F): 70
Cast By: DP
Density (pcf):
Initial Curing Temp (min -max): 68-83
Mold Type: Plastic
MISCELLANEOUS INFORMATION / COMMENTS
Contractor / SubContractor:
J and G Concrete
Concrete Placement Method:
Chute
Field test results reported to
Chris
(Contractor Representative on Site)
Field test results reported to
James - City of Edmonds
(Client/Owner's Rep, on Site)
Additonal slump tests on the following truckloads: None
HWA also visually assessed the following truckloads: None
Additional air tests on the following truckloads: None
Reviewed By:
This report applies only to the Items tested, and may be reproduced In full, with written approval of HWA GEOSCIENCES
Z
21312 30th Drive Suite 110
Bothell,,WA 98021-71-7 010
Tel. 425-774-0106
fMAGEOSCIENCES INC. Fax. 425-774-2714
Field Report No.: FR -019
Date (mm/dd/yy): 8131/2011
HWA Project No.: 2011-070-23
HWA Task No.:
Project ame
Location or Address of Projectermi
o.
Edmonds Interurban Trail Project
Edmonds, WA
ien7-
Client Representative
We--ather
Perteet Engineering
Bill Mitchell
Partly Cloudy, 60's
Design Authority (engineer or architect of record)
Design Authority Representative
HWA Project manager
KPFF
Ronald Leimkuhler
Tony Martin
General Contractor
General Conrra—cTo—r Representative
HWA Fieldepresen a ve
David Prihoda
FIELD REPORT
SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY:
First Visit: Start Travel: 0700 Arrived at Site: 0730 Departed Site: 0800 End Travel: 0830
Second Site Visit: Start Travel: 1200 Arrived at Site: 1230 Departed Site: 1300 End Travel: 1330
I made my site visit to test the Gravel Borrow backfill used for the modular block wall on the South side of 74th Ave W
between stations 107+10 to 109+00 and to asses the native subgrade for the wall on the North side of 74th.Ave W
between stations 108+70 and 110+50.
Nuclear density gauge testing was performed on the Gravel Borrow backfill for the modular block wall on the South
side of 74th Ave W between approximate station 107+10 to 109+00. The contractor had placed Gravel Borrow to grade
for the wall. According to the contractor, the Gravel Borrow was compacted using a Hoe-Pac vibratory compactor. The
Gravel Borrow was tested for compaction using a nuclear density gauge. Density testing showed that this lift had
exceeded the minimum compaction of 95 percent of the maximum dry density.
On my second site visit, I used a 1/2 -inch diameter, T -Handle probe to assess the suitability of the native soils being
used as wall subgrade between stations 108+70 and 110+50. Soils consisted of a dense native, grey till and probe
penetrations were between 0 to 1.5 inches. Material will be suitable for wall support.
Total time charged to this job today is 4.5 hours including travel time and report writing.
SIGNATURES:
Signed:
HWA Field Representative
Reviewed: / ' " ` —
HWA Project Engineer or Reviewer
SUMMARY OF UNRESOLVED ISSUES
Report# Item# Status
na na There are no outstanding issues at this time.
This report should only be reproduced in its entirety. Report is not final unfit signed by HWA field representative and HWA reviewer. Page 1 of 2
TRANSMITTAL
Date: September 6, 2011
From: Tony Martin
HWA Proiect No.: 2011-070-21
HWAGEOSCIENCES INC.
21312 30th Drive SE, Suite 110
Bothell, WA 98021-7010
Tel. 425-774-0106
Fax: 425-774-2714
-Company:
Perteet Engineering
City of Edmonds
Attention:
Bill Mitchell
Jaime Hawkins
Email:
bmitchell@perteet.com
hawkins@ci.edmonds.wa.us
Phone No.:
1 425-359-5182
425-771-2525
Number of Pages: 4 (Including cover sheet)
ORIGINAL TO FOLLOW BY MAIL ❑ Yes X No
Subject: Edmonds Interurban Trail
Bill and Jaime,
Please find attached copies of Field Reports FR -019 and FR -020 for the subject project.
If you have any questions or concerns, please call.
Tony Martin
Office: 425-774-0106
The information in this fax message is confidential and intended only for the use of the recipient named above. If you
receive this fax in error, you are hereby notified that any dissemination, distribution, or copying of this communication
is strictly prohibited. If you receive this message iti error, please notify us by telephone immediately.
Geotechnical Engineering
Hydrogeology
Geoenvironmental Services
Testing & Inspection
2131230th Drive Suite 110
Bothell,, WA 98021-71-7 010
Tel. 425-774-01106
HWAGEOSCIENCES INC. Fax. 425-774-2714
u
Field Report No.: FR -019
Date (mm/dd/yft 8/31/2011
HWA Project No.: 2011-070-23
HWA Task No.:
Project NameCo—c-575-5
or ress of Projectermi
o.
Edmonds Interurban Trail Project
Edmonds, WA
Field Test
ienr—
client Kepresentative
Weather
Perteet.Engineering
Bill Mitchell
Partly Cloudy, 60's�
Design Autnority (engineer or arcriltect of recurDesign
Authority Representative
HWA ProjectManager
KPFF
Ronald Leimkuhler
Tony Martin
General ontracto
General -contractor Representative
JHWA Fieldepresen a ve
8"
AG -5
AIB
David Prihoda
FIELD COMPACTION TEST REPORT - NUCLEAR METHOD
MATERIAL BEING PLACED: Gravel Borrow.
PROJECT IMPROVEMENT TESTED: Wall backfill.
Test
No.
Detailed Test Location
Elev'n
or
Depth
B.G.**
Probe
Depth
(in)
Lab Control*
(Proctor/Rice/Marshall)
Field Test
Relative
Compaction
Density
Moist.
ID
#
Max.
Dens.
Opt.
Moist.
Over
Size %
Total
pcf
Dry
pcf
Moist.
%
Field
%
Spec
%
1
Modular block wall on the south side
of 74th Ave W, Sta 107+40. '
Grade
8"
AG -5
AIB
135.8
7.7
<5
139.1
130.2
6.8
96
95
2
Modular block wall on the south side
of 74th Ave IN, Sta 108+20.
Grade
8„
AG -5
AIB
135.8
7.7
<5
137.8
129.7
6.3
96
95
3
Modular block wall on the south side
of.74th Ave W, Sta 108+90.
Grade
8"
AG -5
A�
135.8
7.7
<5
138.8
131.1
5.9
97
95
4
5
6
7
8
9
10
11
12
13
Test Method X ASTM D6938 (soil) ASTM D2950 (asphalt) Other:
Densometer: Troxler 3440 Troxler 3430 Troxler 3411-B CPN MC1-DR-P
Serial #: 61445 Density Standard Count.: 3164 Moisture Standard Count: 610
*Lab Control: Standard Proctor X Modified Proctor
Asphalt Marshall Density Asphalt Maximum Theoretical Density (Rice)
COMMENTS: Test locations and elevations are approximate. Testing provides data only for a specific test location and to a limited depth.
Accompanying field report provides additional information. **Depth B.G. indicates depth below grade. Grade means the design finish grade of the
current type of fill material being placed. Bolded results indicate compaction below specified value.
Completed By: David Prihoda Reviewed By: Tony Martin
This report should only be reproduced in its entirety. Report is not final until signed by HWA field representative and HWA reviewer. Page 2 Of 2
ULTMA I
HWAGEOSCIENCES INC.
21312 30th Drive SE, Suite 110
Bothell, WA 98021-7010
Tel. 425-774-0108
Fax. 425-774-2714
Field Report No.: FR -020
Date (mm/ddlyy): 9/1/2011
HWA Project No.: 2011-070-23
HWA Task No.:
Project Name
Location or Address ot ProjectPermit
o.
Edmonds Interurban Trail Project
Edmonds, WA
MeW-
Glient Representative
Weather
Perteet Engineering
Bill Mitchell
PartIX Cloudy, 60's
esign Authority (engineer or architect o recurDesign
Authority Representative
HWA Project manager
KPFF
Ronald Leimkuhler
Rony Martin
enera on rac o
General Contractor Representative
HWA PlelaRepresentative
David Prihoda
FIELD REPORT
SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY:
Start Travel: 1130 Arrived at Site: 1200 Departed Site: 1300 End Travel: 1330
I made my site visit to inspect the progress of the modular block wall on the South side of 74th Ave W between stations
108+70 to 110+50.
Nuclear density gauge testing was not performed on the Gravel Borrow backfill for the modular block wall on the North
side of 74th Ave W. The contractor had finished the northernmost two walls behind the stairs. According to the
contractor, the Gravel Borrow was compacted using a Jumping -Jack. There was not enough material in place to test by
nuclear density gauge method. I probed the area using a 1/2 -inch diameter, T -Handle probe. Probing indicated that the
material had been adequately compacted.
Total time charged to this job today is 3 hours including travel time and report writing.
a
SIGNATURES:
Signed:
HWA Field Representative
Reviewed:
HWA Project Engineer or Reviewer
SUMMARY OF UNRESOLVED ISSUES
Report# Item# Status
na na There are no outstanding issues at this time.
This report should only be reproduced in its entirety. Report is not final until signed by HWA field representative and HWA reviewer. Page 1 of 1
u lm,
HWAGEOSCIENCES INC.
21312 30th Drive SE, Suite 110
Bothell, WA 98021-7010
Tel. 425-774.0106
Fax. 425-774-2714
Field Report No.: FR -021
Date (mm/dd/yy): 916/2011
HWA Project No.: 2011-070-23
HWA Task No.:
Project Name
Location or Address of ProjectPermit
o.
Edmonds Interurban Trail Project
Edmonds, WA
ienF-
Client Kepresentative
Weather
Perteet Engineering
Bill Mitchell
Clear, 70's
Design Authority (e6gineer or arc i ec o recur
esign Authority Representative
HWA ProjectManager
KPFF
Ronald Leimkuhler
Tony Martin
General Contractor
General Contractor Representative
HWA FieldRepresentative
David Prihoda
FIELD REPORT
SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY:
Start Travel: 1215 Arrived at Site: 1245. Departed Site: 1315 End Travel: 1345
I made my site visit to asses the native subgrade for the wall on the North side of 74th Ave W between approximate
Stations 114+09 and 114+63.
I used a 1/2 -inch diameter, T -Handle probe to assess the suitability of the native soils being used as wall subgrade
between approximate Stations 114+09 and 114+63. Soils consisted of a dense native, grey till and probe penetrations
were between 0 to 1 inch. Material will be suitable for wall support.
Total time charged to this job today is 2.5 hours including travel time and report writing.
SIGNATURES:
J 11u�
Signed: Reviewed:
HWA Field Representative HWA Project Engineer or Reviewer
SUMMARY OF UNRESOLVED ISSUES
Report# Item# Status
na na There are no outstanding issues at this time.
This report should only be reproduced in its entirety. Report Is not final until signed by HWA field representative and HWA reviewer. Page 1 of 1
,.1k.
TRANSMITTAL
Date: September 9, 2011
From: Tony Martin
HWA Proiect No.: 2011-070-21
901
HWAGEOSCIENCES INC.
21312 30th Drive SE, Suite 110
Bothell, WA 98021-7010
Tel. 425-774-0106
Fax: 425-774-2714
-Company:
Perteet Engineering
City of Edmonds
Attention:
Bill Mitchell
Jaime Hawkins
Email:
bmitchell@perteet.com
hawkins@ci.edmonds.wa.us
Phone No.:
425-359-5182
425-771-2525
Number of Pages: 3 (Including cover sheet)
ORIGINAL TO FOLLOW BY MAIL F] Yes X No
Subject: Edmonds Interurban Trail
Bill and Jaime,
Please find attached a copy of Field Report FR -021 along with laboratory break test results for
concrete sample set designated C-6 for the subject project.
If you have any questions or concerns, please call.
Tony Martin
Office: 425-774-0106
The information in this fax message is confidential and intended only for the use of the recipient named above. If you
receive this fax in error, you are hereby notified that any dissemination, distribution, or copying of this communication
is strictly prohibited. If you receive this message in error, please notify us by telephone immediately.
Geotechnical Engineering
Hydrogeology
Geoenvironmental Services
Testing & Inspection
FIELD AND LABORATORY CONCRETE TEST REPORT �T •,
0 ASTM C 31, C 39, C78, C 143, C172, C231, C1064, C1231 HWAGEOSCIENCES INC.
0 AASHTO T23, T22, T119, T141, T152, T309
CLIENT: Perteet Engineering TEST/SET # $C-6
PROJECT: Edmonds Interurban Trail DATE CAST: 8/1212011
HWA PROJECT NO: 2011-070-21 HWA TASK NO.: DATE RECD: 8/13/2011
DESCRIPTION OF CONCRETE PLACEMENT REPRESENTED BY THIS TEST:
Driveways on North bound 76th Avenue W at.stations 302+50 and 304+50
COMPRESSIVE STRENGTH
TEST DATA
CYLINDER
I.D.
NUMBER
AGE
(days)
CYL.
WEIGHT
(grams)
TEST
DATE
(mm/dd/yy)
CYL.
TYPE
(d"A")
DIAMETER
(Inches)
X -SECT. MAX.
AREA LOAD
(sq. in.) (Ibs)
COMPR.
STRENGTH
(psi)
FRAC.
TYPE
TECH.
2011-o7o-21-$C-6A
3
3865
8/15/11
4x8
4.00
12.57 34660
2760
5
AC
2011 -07o -21 -$C -6a
5
3880
8/17/11
08
4.01
12.63 41380
3280
5
AC
2011 -070 -21 -$C -6C
7
1 3828
8/19/11
4x8
4.01
12.63 46210
3660
5
JH
2011-070-21-$C-66
28
3852
9/9/11
4x8
4.00
12.57 53390
. 4250
5
AC
2011 -070 -21 -$C -6E
28
3881
9/9/11
4x8
4.01
12.63 56910
4510
3
AC
2011 -070 -21 -$C -6F
28
3853
9/9/11
4x8
4.01
12.63 579205
AC
Cap used: fid Un -Bonded El Suffer 11 Other. Specified Minimum:E9E±01ffl000
FLEXURAL STRENGTH TEST DATA
BEAM
I.D.
NUMBER
AGE
(days)
TEST
DATE
(mm/dd/yy)
AVG.
WIDTH
b (in.)
AVG.
DEPTH
d (in.)
SPAN
L (in.)
FRACTURE
LOCATION
a (in.)
MAXIMUM
LOAD
P (lbs)
MODULUS OF
RUPTURE
R (psi)
TECH.
Start Unloading: 11:30
Truck Number: 3261
Cum. Volume (yd): 9
End Unloading: 11:55
Ticket Number: 23966393
Admixtures: WRDA64,
DaraAT30
FIELD TEST DATA
Slump (inches): 5
Specified Slump (min -max): 7.5 Max
Time Sampled: 11:33
Entrained, Air (%): 6.0
Specified Ent. Air (min -max): 4.5-7.6
Time Cyl.s Cast: 11:40
Conc. Temp. (F): 73
Ambient Air Temperature (F): 69
Cast By: DMI
Density (pco:
Initial Curing Temp (min -max): 64-73
Mold Type: Plastic
MISCELLANEOUS INFORMATION / COMMENTS
Unless otherwise indicated, samples are tested in a moist surface condition using leather shims. Specltled minimum: I I
Keviewea by:
This report applies only to the items tested, and may be reproduced in full, with written approval of HWA GEOSCIENCES INC.
INFO. FROM SUPPLIER TICKET
Supplier Name: Cemex
Max: Agg. Size (in): 314
Time Batched: 10:50
Plant Number: 1800
Cement Type: N
Arrival Time: 11:27
Mix Code / No.: 1188515
Load Volume (yd): 9
Start Unloading: 11:30
Truck Number: 3261
Cum. Volume (yd): 9
End Unloading: 11:55
Ticket Number: 23966393
Admixtures: WRDA64,
DaraAT30
FIELD TEST DATA
Slump (inches): 5
Specified Slump (min -max): 7.5 Max
Time Sampled: 11:33
Entrained, Air (%): 6.0
Specified Ent. Air (min -max): 4.5-7.6
Time Cyl.s Cast: 11:40
Conc. Temp. (F): 73
Ambient Air Temperature (F): 69
Cast By: DMI
Density (pco:
Initial Curing Temp (min -max): 64-73
Mold Type: Plastic
MISCELLANEOUS INFORMATION / COMMENTS
Contractor / SubContractor:
J and G Concrete
Concrete Placement Method:
Chute
Field test results reported to
Chris
(Contractor Representative on Site)
Field test results reported to
James - City of Edmonds
(Client/Owner's Rep. on Site)
Additonal slump tests on the following truckloads: None
HWA also visually assessed the following truckloads: None
Additional air tests on the following truckloads: None
Keviewea by:
This report applies only to the items tested, and may be reproduced in full, with written approval of HWA GEOSCIENCES INC.
21312 30th Drive SE, Suite 110 Field Report No.: FR -022
Bothell, WA 98021-7010 Date (mm/dd/yy): 917/2011
Tel. 425-774-0106 HWA Project No.: 2011-070-23
HWAGEOSCIENCES INC. Fax. 425-774-2714 HWA Task No.:
Project Name
Location or Address of rojec
ermit No.
Edmonds Interurban Trail Project
Edmonds, WA
Client
Client Representative
Weather
Perteet Engineering
Bill Mitchell
Clear, 70's
Design Authority (engineer or architect of record)
Design Authority Representative
HWA Project Manager
KPFF
Ronald Leimkuhler
Tony Martin
eneral Contractor
r
General Contractor Representative
HWA FieldRepresentative
David Prihoda
FIELD REPORT
SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY:
Start Travel: 0730 Arrived at Site: 0800 Departed Site: 0830 End Travel: 0900
I made a site visit to assess the native subgrade for the wall on the North side of 74th Ave W between approximate
Stations 115+00 to 115+30.
I used a 1/2 -inch diameter, T -Handle probe to assess the suitability of the native soils being used as wall subgrade
between approximate Stations 115+00 to 115+30. Soils consisted of a dense native, grey till and probe penetrations
were between 0 to 1 inch. Material will be suitable for wall support.
While on site, I observed the contractor placing the second row of blocks to the wall on the North side of 74th Ave W
between approximate Stations 114+09 and 114+63. There was no fill being placed behind this wall during my time on
site.
Total time charged to this job today 6s 2.5 hours including travel time and report writing.
SIGNATURES:
Signe
HWA Repre ntative
Reviewed:
HWA Project Engineer or Reviewer
SUMMARY OF UNRESOLVED ISSUES
Report# Item# Status
na na There are no outstanding issues at this time.
This report should only be reproduced in its entirety. Report is not final until signed by HWA field representative and HWA reviewer. Page 1 of 1
-Company:
Perteet Engineering
City of Edmonds
HWAGEOSCIENCES INC.
TRANSMITTAL
21312 30th Drive SE, Suite 110
Jaime Hawkins
Bothell, WA 98021-7010
Email:
Tel. 425-774-0106
hawkins@ci.edmonds.wa.us
Fax: 425-774-2714
Date: September 11, 2011
425-359-5182
From: Tony Martin
HWA Proiect No.:,2011-070-21
-Company:
Perteet Engineering
City of Edmonds
Attention:
Bill Mitchell
Jaime Hawkins
Email:
bmitchell@perteet.com
hawkins@ci.edmonds.wa.us
Phone No.:
425-359-5182
425-771-2525
Number of Pages: 2 (Including cover sheet)
ORIGINAL TO FOLLOW BY MAIL ❑ Yes X No
Subject: Edmonds Interurban Trail
Bill and Jaime,
Please find attached a copy of Field Report FR -022 for the subject project.
If you have any questions or concerns, please call.
Tony Martin
Office: 425-774-0106
The information in this fax message is confidential and intended only for the use of the recipient named above. If you Geotechnical Engineering
receive this fax in error, you are hereby notified that any dissemination, distribution, or copying of this communication Geoteceni
is strictly prohibited. If you receive this message in error, please notify us by telephone immediately. Hydrogology
Geoenvlronnlental Services
Testing & Inspection
21312 30th Drive SE, Suite 110
ULT "ASA I Bothell, WA 98021-7010
Tel. 425-774-0106
HWAGEOSCIENCES INC. Fax. 425-774-2714
Field Report No.: FR -023
Date (mm/dd/yy): 9112/2011
HWA Project No.: 2011-070-23
HWA Task No.: .
Project Name
Location or Address ol ProjectPermit
o.
Edmonds Interurban Trail Project
Edmonds, WA
Me—n7—
ien epresen a ive
Weather
Perteet Engineering
Bill Mitchell
Overcast, Cool
Design Authority engineer or architect o recurDesign
Authority Representative
HWA Project Manager
KPFF
Ronald Leimkuhler
Tony Martin
General Contractor
General Contractor Representative
HWA FieldRepresentative
Trimaxx Construction Incor orated
Christopher Monson
David Prihoda
FIELD REPORT
SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY:
Start Travel: 0715 Arrived at Site: 0745 Departed Site: 0815 End Travel: 0845
I used a 1/2 -inch diameter, T -Handle probe to assess the compaction of the Gravel Borrow being used as wall backfill
for the walls on the west side of 74th Avenue West between approximate Stations 109+00 to 115+30. The walls were
almost completed with most of the capping blocks in place and the Gravel Borrow being backfilled to the top of the
walls. Probe penetrations were from 0.5 to 3 inches indicating that the Gravel Borrow has beeri adequately compacted.
I was informed by Chris Monson with Trimaxx Construction that they would be excavating for the roadway expansion
on the west side of 74th Avenue west for the rest of the day. Inspection of the native roadway base is scheduled for
tomorrow morning.
Total time charged to this job today is 2.5 hours including travel time and report writing.
SIGNATURES:
HWA Field Representative
HWA Project Engineer or
SUMMARY OF UNRESOLVED ISSUES
Report# Item# Status
na na There are no outstanding issues at this time.
This report should only be reproduced in its entirety. Report is not final until signed by HWA field representative and HWA reviewer. - Page 1 of 1
TRANSMITTAL
Date: September 19, 2011
From: Tony Martin
HWA Proiect No.: 2011-070-21
ME I I
HWAGEOSCIENCES INC.
21312 30th Drive SE, Suite 110
Bothell, WA 98021-7010
Tel. 425-774-0106
Fax: 425-774-2714
Company:
Perteet Engineering
City of Edmonds
Attention:
Bill Mitchell
Jaime Hawkins
Email:
bmitchell@perteet.com
hawkins@cil.edmonds.wa.us
Phone No.:
425-359-5182
425-771-2525
Number of Yages: 3 (Including cover sheet)
ORIGINAL TO FOLLOW BY MAIL
Subject: Edmonds Interurban Trail
Bill and Jaime,
❑ Yes X No
Please find attached a copy of Field Report FR -023 and. FR -024 for the subject project.
If you have any questions or concerns, please call.
Tony Martin
Office: 425-774-0106
I
The information in this fax message is confidential and intended only for the use of the recipient named above. If you
receive this fax in error, you are hereby notified that any dissemination, distribution, or copying of this communication
is strictly prohibited. If you receive this message in error, please notify us by telephone immediately.
Geotechnical Engineering
Hydrogeology
Geoenvironmental Services
Testing & Inspection
-9k
U A
HWAGEOSCIENCES INC.
21312 30th Drive SE, Suite 110
Bothell, WA 98021-7010
Tel. 425-774-0106
Fax. 425-774.2714
Field Report No.: FR -024
Date (mm/dd/yft 9113/2011
HWA Project No.: 2011-070-23
HWA Task No.:
Project Name
Location or Address or ProjectPermit
o.
Edmonds Interurban Trail Project
Edmonds, WA
Client
Client epresen a ive
Weather
Perteet Engineering
Bill Mitchell
Overcast, Cool
esign AUtnority (engineer or arc i ec o recur
esignu on epresen a ive
rotec anager
KPFF
Ronald Leimkuhler
Tony Martin
enera ontractor
General Contractor Representative
HWA Fieldepresentative
Trimaxx Construction Incor orated
Christopher Monson
David Prihoda
FIELD REPORT
SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY:
Start Travel: 0700 Arrived at Site: 0730 Departed Site: 1000 End Travel: 1030
I arrived on site to inspect the in place, native soils being used as a roadway base on the west side of 74th Avenue
West between approximate Stations 108+40 to 115+30. 1 used a 1/2 -inch diameter, T -Handle probe to assess the
competence of the soils consisting mostly of a very dense grey glacial till. Probe penetrations were from 0.5 to 1 inch
indicating that the native till will be adequate for roadway support.
While on site, Chris Monson with Trimaxx Construction showed me a few areas on the bank of the east side of 74th
Avenue West north of approximate Station 116+50. Soils making up several areas of the slope appeared unstable as
they were sloughing off the bank. I called Jaime Hawkins with the City of Edmonds and informed him of my concerns.
When Mr. Hawkins arrived on site, I showed him the areas and he requested that Bryan Hawkins of HWA make a site
visit to assess the slopes.
Total time charged to this job today is 4.5 hours including travel time and report writing
SIGNATURES:
_ IN
Signed: �'—"" Reviewed: c r
HWA Field Representative HWA Project Engineer or Re le er
SUMMARY OF UNRESOLVED ISSUES
Report# Item# Status
na na There are no outstanding issues at this time
This report should only be reproduced in its entirety. Report is not final unfit signed by HWA field representative and HWA reviewer. Page 1 of 1