SS9402-LR000112CLIENT: City of Coppell
PROJECT: Bethel Road-Coppell
WO No.: 00-1060
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
WORK DATE: 01-12-00
REPORT NQ: 99-270.109
SPECIFICATIONS TEST DATA
Percent Compaction: 95% Date Tested: 01-12-00
Moisture Content (%): Technician: J. Andrews
MATERIAL REFERENCE CURVE DATA
CURVE TEST MATERIAL DESCRIPTION MAX. DRY OPTIMUM
NO. METHOD DENSITY (pcf) MOISTURE (%)
1 D698 Medium Brown Sandy Clay with gravel 106.0 18.0
2
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TEST LIFT OR REF. DRYDENSITY MOISTURE % OF MAX.
NO. ELEVATION LOCATION CURVE (pc0 (%) DRY DENSITY
1 2~d Lift Station # 5+50 - 5' south of center line 1 107.5 17.5 101.4
2 2"u Lift Station # 6+50 - 6' south of center line 1 106.6 18.7 100.6
3 2~d Lift Station # 7+50 - 10' south of center line 1 109.2 17.2 103.0
4 2"a Lift Station # 8+50 - 5' south of center line I 106.6 18.2 100.6
5 2n~ Lift Station # 9+50 - 6' south of center line I 101.3 20.4 95,6'
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
NUCLEAR GAUGE I.D.: STD. DENSITY COUNT:
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COM~LY WITH PROJECT SPECIFICATIONS.
SOIL-[',ECH EN ,C~EERINE~)AND TESTING, INC.
~'~m~s U. Perdue
'~,~rials Testing Manager
STD. MOISTURE COUNT:
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax