Lam Lee Add-LR000207 (2)SOIL MOISTURE - DENSITY TEST REr'ORT
IN - PLACE TESTS BY NUCLEAR METHODS
CLIENT: Scott And Reed Contractors WORK DATE: 02-07-00
PROJECT: Lam Lee REPORT NO.: 00-014.116
No.: 00-1197
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SPECIFICATIONS :, TEST : i,
Percent Compaction: 95% Date Tested: 02-07-00
Moisture Content (%): Technician: R. Burtsell
MATERIAL ~FERENCE CURVE DATA
CURVE TEST MATERIAL DESCRIPTION MAX, DRY OPTIMUM
NO. METHOD DENSITY (pcf) MOISTURE (%)
I D698 Brown Clay 103.4 18.8
2 D698 Select fill - Red Brown Sandy Clay with gravel 121.2 10.4
IN-PLACE TEST RESULTS
DENSITY AND: MOISTURE TESTS ARE pER ASTM 02922, D3017, RESPECTIVELY
DRY MOISTURE % OF MAX.
TEST LIFT OR LOCATION REF. DENSITY (%) DRY DENSITY
NO. ELEVATION CURVE (pcf)
1 Sub-grade South east corner of building pad - office area 1 98.7 17.9 95
2 Sub-grade Southwest corner of office area 1 99.6 19.1 96
3 Sub-grade , East side of office area - center 1 101.1 18.9 98
4 Sub-grade North east corner of office area 1 101.9 19.1 99
5 Sub-grade South side - center of office area 1 102.2 18.8 99
6 Sub-grade South side- center 15' north 1 98.8 18,2 95
7 Sub-grade South side- center40' north 1 98.0 18.1 95
8 Sub-grade South west corner of office area 50' north 1 100.1 19.2 97
9 Sub-grade North east corner of office 1 100.8 19.0 97
10 Sub-grade North east corner of office - 25' north 1 98.9 18.3 95
11 Sub-grade North east corner of office - 50' north I 99.1 19.1 96
12 Sub-grade North east corner of office - 150' north 1 99,3 18.4 96
13 Sub-grade South east corner of building pad 1 103.1 18,8 100
14 Sub-grade South east corner of building pad - 50' north 1 102.9 18.7 i 100
15 Sub-grade South east corner of building pad - 150' north I 103,2 18.9 100
16 Sub-grade East side of building pad - center 1 103.0 18.7 100
17 Sub-grade East side of building pad - 50' west 1 101.0 17.9 98
18 Sub-grade East side of building pad - 150' west 1 102.6 19.0 100
19 Sub-grade Center of b. uilding pad 1 101.4 19.1 98
20 Sub-grade Center of building pad - 50' south I 98.2 20.0 I 95
21 Sub-grade West side of building pad - center 1 99.5 19.5 I 96
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22 Sub-grade West side of building pad center- 50' south 1 97.9 17.9 I 95
I
' I 97
23 Sub-grade West side of building pad center- 50 east 1 100.0 18.0
24 1st Lift North west corner of building pad 3 117.5 11.9 ~ 97
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25 1" Lift North west corner of building pad - 20' east 2 124.0 11.3 [ 100
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Report No. - 00.014,116
26 1 ,t Lift North west corner of building pad - 100 east 3 117.8 12.0 97
27 1 ,t Lift North west corner of building pad - 100 south 3 117.8 10.3 97
28 1 ,t Lift North side of side of building pad -center 3 116.4 9,9 96
29 1st Lift North side of side of building pad - 25' east 3 115.8 12.2 96
30 1 st Lift North east corner of building pad 3 118.1 13.5 97
31 1st Lift North east corner of building pad - 50' south 3 115.2 9,4 95
32 1st Lift North east comer of building pad - 50' south - 50' west 3 118.0 10.8 97
33 l't Lift East side center pad 3 124.0 11.3 100
34 1 st Lift East side center pad - 25' west 3 117.5 11.9 97
35 1st Lift : East side center pad - 15' north - 20' west 3 118.0 14.9 97
36 I st Lift Center of pad 3 117.7 10.6 97
37 1s~ Lift Center of pad - 30' north 3 118.9 13.9 98
38 1st Lift Center of pad - 25' east 2 115.6 11.6 96
39 1st Lift Center of pad - 25' West 3 119.3 13.0 96
40 1st Lift Center of pad - 50' north 3 118.7 14.9 98
4 ! 1 st Lift Center of pad - 50' north 30' east 3 117.5 11.6 97
42 l't Lift Center of building pad - 5' west - 5' south 3 116.8 12.7 96
NUCLEAR GAUGE I.D.: 6161 STD. DENSITY COUNT: 2450 STD. MOISTURE COUNT: 475
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOILTECH ENGINEER~G AND TESTING, INC.
/aterials Testing Manager