SS9402-LR000125CLIENT: City of Coppell
PROJECT: Bethel Rd
WO No,: 00-1131
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
WORK DATE: 01-25-00
REPQRT NO.: 99-270.114
SPECIFICATIONS TEST DATA
Percent Compaction: 100% Date Tested: 01-25-00
Moisture Content f%): +3 Techn can: R Burtsell
MATERIAL REFERENCE CURVE DATA
CURVE TEST MATERIAL DESCRIPTION MAX. DRY OPTIMUM
NO. METHOD DENSITY (@cf) MOISTURE (%)
1 D698 Medium Brown Sandy Clay with ~ravel 106.0 18.0
2
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017~ RESPECTIVELY
TEST LIFT OR LOCATION REF DRYDENSITY MOISTURE % OF MAX
NO. ELEVATION CURVE (pcf) (%) DRY DENSITY
1 2'u Lift Bethel Road - Station 29+50 1 109.3 17.1 103
2 2nu Lift Bethel Road - Station 28+50 1 107.0 16.1 101
3 2n~ Lift Bethel Road - Station 27+50 1 108.1 18.1 102
4 2® Lift Bethel Road - Station 26+50 1 107.3 18.9 101
5 3"~ Lift Bethel Road - Station 24+50 1 106.0 18.4 100
6 3~ Lift Bethel Road - Station 23+50 1 106.1 18.2 100
7 3"~ Lift Bethel Road - Station 22+50 1 109.5 17,4 103
8 3~d Lift Bethel Road - Station 21+50 1 108.0 17.4 102
9 Final Bethel Road - Station 19+75 1 109.0 17.2 103
10 Final Bethel Road - Station 18+75 1 108.0 18.1 102
11 Final Bethel Road - Station 17+ 75 ] 109.4 16.9 103
12 Final Bethel Road - Station 16+75 I 109,1 15.7 103
13 Final Bethel Road - Station 15+75 I 109.3 16.5 103
14
15
16
17
18
19
20
21
NUCLEAR GAUGE I.D.: 6161 STD. DENSITY COUNT: 2468
AN "R" AFTER THE TEST NUMBER iNDiCATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOILTECH ENGINEERING AND TESTING, INC.
STD. MOISTURE COUNT: 490
James M. Perdue
Materials Testing Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax