Lam Lee Add-LR000207 SOlE MOISTURE - DENSITY TEST RE'PORT
IN - PLACE TESTS BY NUCLEAR METHODS
CLIENT: Scott And Reed Contractors WORK DATE: 02-07-00
PROJECT: Lam Lee REPORT NO.: 00-014.107
No.: 00-1188
sPECIFICATIONS TEST DATA
Percent Compaction: 95% Date Tested: 02-04-00
Moisture Content (%): Technician: R. Burtsell
MATERIAL REFERENCE CURVE DATA
CURVE TEST MATERIAL DESCRIPTION MAX. DRY OPTIMUM
NO. METHOD DENSITY (pcf) MOISTURE (%)
1 D698 Gray Clay 100.2 19.1
2 D698 Brown Clay 103.4 18.8
IN, PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
DRY MOISTURE % OF MAX.
TEST LIFT OR LOCATION REF. DENSITY (%) DRY DENSITY
NO. ELEVATION CURVE (pct')
1 Sub-grade Building pad - North east corner 2 103.7 17.6 100
2 Sub-grade Building pad - 20' south of north east corner 2 102.5 18.1 99
3 Sub-grade Building pad - 75' west of north east comer 2 104.0 17.4 100
4 Sub-grade Building pad - North side center 30' south 2 103.1 17.5 100
5 Sub-grade Building pad - North west corner 1 97.7 20.4 98
6 Sub-grade Building pad - 75' South - North west corner 2 102.0 18.3 99
7
8
l0
11
12
13
14
15
16
17
18
20
21
NUCLEAR GAUGE I.D.: 6161 STD. DENSI'FY COUNT: 2530 STD. MOISTURE COUNT: 482
AN "R" AFTER THE TEST NUMBER INDICATE RETEST
INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOILTECH ENGINEERING, AND TESTING, INC.
~ar~s M. Perdue
M~erials Testing Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax