HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-10-12
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11=-'"~tel:"II'~'~='llIlI.i~l. Geotechnical & Construcbon SeI'V100s
Client:
Mr Richard Hunsacker Project:
M & M Land Com pany
101 E Broadway - SUite 101
Eugene, Oregon 97401
Page 1 of 1
Field Density Test Results - ASTM D 2922
Mohawk Corner
SE Mohawk and Marcola Road
Spnngfleld, Oregon
P30504
Date:
Project No.:
Report No.:
B.P. No.:
10-12-06
2067197
E14394
COM2006-00865
MOISTURE/DENSITY DATA. ASTM D1557 - Maximum Dry Density of 1330 pd, at 110% mOisture, IS from our sample
no 1712 dated 10-04-06 for 3/4" - 0 crushed gravel (Delta Sand & Gravel's matenal)
Test
No.
1
2
3
4
5
Approximate Location
Near NW corner of pad
Near NE corner of pad
Near center
Near SW corner of pad
Near SE corner of pad
Approx.
Elev.
FG
FG
FG
FG
FG
Wet
Density
(pct)
1387
1369
131 8
1391
1350
Percent
Moisture
54
60
53
65
57
Dry Density
(pct)
-131 6
1291
1259
1306
1277
Percent
Compaction
990
970
950
980
960
Compaction
Requirement
950
950
950
950
95,0
Tests performed at finished grade of base rock under slab on grade
Remarks Jim Mender (McKenzie Commercial) was adVised of test results
Respectfully,
11,';(,~A -
Michael L Mec?er
Technical Manager
c McKenZie Commercial
Concentnc Architecture
MGH Associates
Attachment MOisture Density Relationship Test
MLMJm
RECEIVEL
OCT 1 8 2006
ThIS report and/or enclosed test data IS the confidential property of the chent to whom It IS addressed and pertams to the specIfic process and/or matenal evaluated As such, mfonnatlOn
contamed herem shall not be reproduced m part of full and/or any part thereof be dIsclosed WIthout FEI Testmg & InspectIOn, Ine 's wnllen authonzatlOn
750NWComellAvenue Corvalhs,Oregon97330 phOl1e(541)757-4698 fux(541)757-2991
29540BAnportRoad Eugene,0reg0n97402 phOl1e(541)684-3849 fux(541)684-3851
"- ..
MOISTURE-DENSITY RELATIONSHIP TEST
136 I I
I I
I I
I I
134
132
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Cl
130
128
126
6
8
10
12
Water content, %
Test specification ASTM D 1557-00 Method C Modified
Elev/
Depth
Classification
USCS AASHTO
Nat.
Moist.
Sp.G.
14
13
18
LL
%> %<
PI
3/4 in. No.200
TEST RESULTS
Maximum dry density = 133 pef
Optimum moisture = 11 %
Project No. 2067197 Client: M + M Land Co
Project: Mohawk Comer
Date: 10-4-06
· Source: Delta Sand & Gravel Sample No.: 1712
MOISTURE-DENSITY RELATIONSHIP TEST
FEI TESTING AND INSPECTION, INC.
MATERIAL DESCRIPTION
3/4" - 0 crushed gravel
Remarks:
Sample was obtamed by FEI representative
from stockpile on- site on 10-3-06
Figure No,