Compaction_Report_9-24-09_Failed.pdf7-
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SEATTLE DIVISION TACOMA DIVISION
24113 56TH AVE V.' 10025 50 TACOMA ,A',%.Y SUITE H1
PAOUNTLi,KE TERRACE Y.A 98043 TACOIAA.'AA 98499
:425: 248-2400' FAX 4251248-2401 2531 589-1804' FAX 1253) 5892135
DR 59421
PORTLAND DIVISION
6032 NO CUTTER CIR_ SUITE 480
PORTLAND OR 97217
1503, 289-1778' FAX (5031 289-1918
CLIENT
PillChuck Contractors
PROJECT NO.
712-90111 DATE September 24, 2009
ADDRESS
P.O. Box 2579
PERMIT NO.
N/A W. 0.
Kirkland, WA 98083
MUNICIPALITY
City of Edmonds
CLIENT WAS NOTIFIED OF NON -CONFORMING RESULTS
ENGINEER
ATTENTION
Mr. Rick Bailey
ARCHITECT
P.O. NO.
238861
CONTRACTOR
PROJECT
1567 9th Ave North
PROJECT ADDRESS
11567 9th Ave North. Edmonds, WA
WORK DESCRIPTION
PSI WAS ON SITE AS REQUESTED TO PERFORM COMPACTION TESTING OF A STORM DRAIN TRENCH ADJACENT TO THE ADDRESS LISTED ABOVE.
THE AREA
WAS COMPACTED PRIOR TO THE ARRIVAL OF PSI, AND NO CLIENT REPRESENTATIVE WAS ON SITE DURING THE IN PLACE DENSITIES NEITHER LOCATION
TESTED MET THE SPECIFICATIONS OF THE PROJECT.
CLIENT WAS NOTIFIED OF NON -CONFORMING RESULTS
IN PLACE DENSITY TEST RESULTS
TEST LOCATION
DEPTH WET DEN DRY DEN. MOST * COMP °/
SPEC',
P/F
1 10' NORTH OF STORM DRAIN
10" 122.3 119.9 2.0 1 87.5
95.0
F
2 5' SOUTH OF STORM DRAIN
10" 128.5 125.9 2.1 1 91.9
95.0
F
EQUIPMENT IDENTIFICATION AND S/N# 3430/25598
'1. SAMPLE I . 09-038 PROCTOR VALUE
137.0 @ 8.0
GAUGE STANDARD: MS 633 DS 2392
*2. SAMPLE I.D. PROCTOR VALUE
LAB METHOD: ❑Q D1557 ❑ D698 ❑ RICE DOTTER
'3. SAMPLE I.D_ PROCTOR VALUE
ASTM TEST METHOD IAS APPLICABLE) D2922 (SOILS) D3017 (MOISTURE)
❑ 02950 (ASPHALT) D1556 (SAND CONE) ❑ OTHER
COPIES TO:
INSPECTOR:
J. LIND
DATE:
September 24, 2009
ITEMS INSPECTED TO
APPROVED PLANS ARE:
CONFORMING
NONCONFORMING
❑X
x CLIENT CONTRACTOR
ENGINEER BUILDING DEPT.
ARCHITECT SUPPLIER
FIELD CONTACT: DATE:
.,,n<<,. ,-; on 3 ,,,.�a �, , e,
, otNAME ON OFF ST OT MILES
TOTAL HOURS
Certified Report by
Professional Service Industries:
TS - 98-1
Rvan Hart
Date October 22, 2009