Coppell Greens 2-LR 990927SOIL MOISTURE -DENSITY TEST REPORT
IN -PLACE TESTS BY NUCLEAR METHODS
CLIENT: Argun Development REPORT DATE: 09-27-99
PROJECT: Coppell Greens REPORT NO.: 99-132.143
SPECIFICATIONS TEST DATA
Percent Compaction: 95 % Date Tested: 09-20-99
Moisture Content (%): Technician: J Rogers
MATERIAL REFERENCE CURVE DATA
CURVE TEST MATERIAL DESCRIPTION MAX. DRY OPTIMUM
NO. METHOD DENSITY (pCf) MOISTURE (%)
1 D-698A Li ht Brown Sand Cla 119.8 11.8
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TEST
NO. LIFT OR
ELEVATION
LOCATION REF.
CURVE DRY
DENSITY
(Pofl MOISTURE
(%) % OF MAX.
DRY DENSITY
1 151 Lift Storm Sewer - Line L Station 5+50 1 117.4 12.5 98
2 3rtl Lift Storm Sewer - Line L Station 5+60 1 116.6 13.0 97
3 5`" Lift Storm Sewer - Line L Station 5+70 1 118.5 12.2 99
4 Final Storm Sewer - Line L Station 5+ 80 1 117.0 12.6 98
5 15' Lift Storm Sewer - Line J Station 1+00 1 119.0 12.0 99
6 3`d Lift Storm Sewer - Line J Station 1+10 1 116.6 13.5 97
7 5"' Lift Storm Sewer - Line J Station 1+20 1 115.8 13.7 97
8 15` Lift Storm Sewer - Line J -1 Station 0+60 1 116.9 13.7 97
9 3r0 Lift Storm Sewer - Line J -1 Station 0+70 1 117.9 13.2 98
10 5"' Lift Storm Sewer - Line J -1 Station 0+80 1 117.4 12.8 98
11 Final Storm Sewer - Line J - 1 Station 0+90 1 118.1 12.3 98
2 15' Lift Storm Sewer - Line G -1 Station 0+47 1 117.0 12.9 98
13 3`d Lift Storm Sewer - Line G -1 Station 0+60 1 1 16.6 13.1 97
14 Final Storm Sewer - Line G -1 Station 0+70 I 1 17.1 13.3 98
NUCLEAR GAUGE I.D.:
STD. DENSITY COUNT:
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOI TECH EN NEEf21 AND TESTING, INC.
,~ ~ '~~~~
a es M. Perdue
Construction Materials Manager
STD. MOISTURE COUNT:
2502 Gravel Drive .Fort Worth, Texas 76118.817.595.0064 telephone • 817.589.7279 metro .817.595.0708 tax
soiltech
SOIL MOISTURE -DENSITY TEST REPORT
IN -PLACE TESTS BY NUCLEAR METHODS
CLIENT: Argus Development REPORT DATE: 09-27-99
PROJECT: Coppell Greens REPORT NO.: 99-132.144
SPECIFICATIONS TEST DATA.
Percent Compaction: 95 % Date Tested: 09-27-99
Moisture Content {%): Technician: J Brimingham
MATERIAL. REFERENCE CURVE DATA
CURVE TEST MATERIAL DESCRIPTION MAX. DRY OPTIMUM
NO. METHOD DENSITY (pcf) MOISTURE (%)
1 D-698A Li ht Brown Sand Cla 119.8 11.8
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY-
TEST
NO. LIFT OR
ELEVATION LOCATION REF.
CURVE DENSITY
(pcf) MOISTURE
(%) % OF MAX.
DRY DENSITY
1 6' BFG Storm Sewer - Line K Station 0+80 1 117.1 13.6 98
2 4' BFG Storm Sewer - Line K Station 0+80 1 116.3 14.2 97
3 2' BFG Storm Sewer - Line K Station 0+80 1 115.4 14.0 96
4 Final Storm Sewer - Line K Station 1+60 1 118.3 13.6 99
5 5' BFG Storm Sewer - Line K Station 1+60 1 117.7 12.7 98
6 3' BFG Storm Sewer - Line K Station 1+6p 1 116.5 12.1 97
7 1'BFG Storm Sewer - Line K Station 1+6p 1 117.9 11.9 98
8 5' BFG Storm Sewer - Line L Station 1 +50 1 119.5 12.6 100
9 3' BFG Storm Sewer - Line L Station 1+50 1 118.6 13.3 99
10 1' BFG Storm Sewer - Line L Station 1+50 1 116.0 14.1 97
11 5' BFG Storm Sewer - Line L Station 3+50 1 115.7 14.2 97
l2 3' BFG Storm Sewer - Line L Station 3+50 1 116.7 13.7 97
13 1' BFG Storm Sewer - Line L Station 3+50 1 115.1 12.9 96
NUCLEAR GAUGE I.D.:
STD. DENSITY COUNT:
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
BFG- Below Final Grade
SOILTECH ENGINEER G AND TESTING, INC.
~~
J es M. Perdue
onstruction Materials Manager
STD. MOISTURE COUNT:
2502 Gravel Drive .Fort Worth. Texas 76118.817.595.0064 telephone .817.589.7279 metro .817.595.0708 fax
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