Compaction_Report.pdf& ASSOCIATES? INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
FORENSIC INVESTIGATION
May 28, 2010
John Gilbert - Email
GILBERT CONSTRUCTION
23415 Timberlane
Woodway, WA 98020
IRE: Construction Testing and Inspection
EG409
810 14" St. SW
Edmonds, Washington
Dear Mr. John Gilbert,
KA No. 096-10142
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 on the dates
indicated below. The following report is attached:
Field Report 125664 dated May 24, 2010.
Compaction Report 33377 dated May 24, 2010.
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.
Willlahn B.) hronc
Operations Manager
Pacific Northwest Division
WBTlsab
11715 N. Creek Parkway South Ste 106, Bothell 980110 (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
Cover dff - Bothell
U W
a_ _an & Associates, Inc.
.
. ............. . -- . . ....... . . ............. ......
GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE; �C�j Q__ . ....... CONTRACTOR:
PROJECT #: JURISDICTION:
.......
PROJECT................... ...
.......... ... PERMIT
.. .. .. .. .. .
LOCATION�,, INSPECTOR:
KRAZAN PROJECT MANAGER: WEATHER:
11 1 11
FIELD REPORT NO:
BE
N
Equipment/Asset Number(s)-
To the best of my knft"IC4 P,c the WADS NOT performed in accordance with approved
'Superirflon-ntfflep m tive. Te-chnidw
This "RjuoaTi6tii(m tutling rownu based on the site condition and ventrw4j,
Inspector does not 4a4x7pt ropponvhft for validity of Rho rvwft%,S4xna Information on this repo, may have been provided by oi(lfors on site. Ifi;
the cllenl.Thlo rofAia may fit be reproduced In any formal without the written permission of the client and Krazan & Assoc,
,gqthell (425) 485-5519
DAILY FIELD REPORT 2009.doc
spvcificafions, and regulatory requirements.
prior to final submittal- By signing this report, our
d on this report is prepared for the exclusive use of
Offices Serving the Western United States
Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500
EFFECTIVE:4/2212009
41
. & Associates, Inc.
GEOTECHNICAL, ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE: _ _ . .: ..... Vco
COMPACTION
REPORT NO.:
CONTRACTOR,
PERMIT NO:. .."�-.' .........�: . �� m ..........._
INSPECTOR:
❑ WASHINGTON DENSOMETER ❑ SANDCONE VJ NUCLEAR TEST ❑ OTHER
Map Location:
Attached
i
Trenches (circle one): Srft or ' ater / Storm Drain / Uttly
Curve N - ....United Soils Classification_ IL M- try
1—
Location(Comments)
Count Densities
MA
To the best of my knowledge, the
Curve Mode & Density
_ .Depth
0
z
Moist Percent
Compactic
Opt
Moisture
Required
This testing does not preclude the possibility that the soil or hot -mix asphalt may be loosened by future
construction activities or rainfall events. The compaction tests were performed at the approximate
locations and elevations shown and indicate relative compaction at those locations. Horizontal and
vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork
or paving construction, nor does our work relieve the contractor's responslbility to conform to the
approved project plans and specifications,
performed in accordance with the approved plans, specificatlons, and regulatory requirements,
�
....�. r rrt
aper n en a resen o ive: orl
This field repport hidicaates our inspyeMraa"s observation aasid tesiing rosuiis band on Che ,,Me t,rtndiliort andconlriaotor's actdvpfpes. &labs pnforfrrntiayrt 2s sutaioaat to roais.w prior to final submittal.
By signing to
csporl, our Inapbctor does clot accept reslimisMilily for vaandq of reau ts. Some informalion on lift ropotR ivas baron paroviJod tyy tylhom on Wte, Revision 2
1502 Comporffon,r Report.. doc Effective Date: 11/15107
The Information provided in this report Is prepared for the exclusive use of the client. This report may not be reproduced in any formai without the written pennixsion of the client and Kraaan & Associates.