SS9402-LR000119CLIENT: City of Coppell
PROJECT: Bethel Road-Coppell
WO No: 00-1092
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
WORK DATE: 01-28-00
REPORT NO.: 99-270.116
SPECIFICATIONS TEST DATA
Percent Compaction: 100% Date Tested: 01-19-00
Moisture Content (%): ~3 Technician: J Andrews
MATERIAL REFERENCE CURVE DATA
CURVE TEST MAX. DRY OPTIMUM
NO. METHOD MATERIAL DESCRIPTION DENSITY (pc~ MOISTURE (%)
1 D698 Medium Brown Sandy Clay with gravel 106.0 18.0
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
II
DRY
TEST LIFT OR REF. DENSITY MOISTURE % OF MAX.
NO. ELEVATION LOCATION CURVE (pcf) (%) DRY DENSITY
1 Final Station # 6+00 - 6' south of center line 1 108.2 18.1 102
2 Final Station# 7+00 - 8' south of center line 1 107.1 18.3 101
3 Final Station# 8+00 - 8' south of center line 1 108.0 18.5 102
4 Final Station# 10+00 - 7' south of center line 1 106.4 .19.0 100
5 3rd Lift Station# 11+00 -6' south of center line I 108.3 17.5 102
6 3rd Lift Station# 12+00 - 5' south of center line 1 106.3 18.5 100
7 3rd Lift Station# 15+00 - Man hole east side 1 102.2 21.1 96*
8 3rd Lift Retest of#7 above 1 106.0 19.0 100
9 2nd Lift Station# 16+00 - 6' south of center line 1 106.2 19.2 100
10 2nd Lift Station# 17+00 -8' south of center line 1 106.4 19.4 100
11 1 ST Lift Station# 18+00 - 4' south of center line 1 108.3 17.5 102
12 1st Lift Station#19+75 - 8' south of center line 1 106.1 18.7 100
13
14
15
16
17
18
2O
21
NUCLEAR GAUGE I.D.: STD. DENSITY COUNT:
AN "R" AFTER THE TEST I~UMBER INDICATE RETEST,
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOILTF_]CH ENGINEERING~ND TESTING, INC.
~ M. Perdue
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax
STD. MOISTURE COUNT: