Coppell Greens 2-LR 990921SOIL MOISTURE -DENSITY TEST REPORT
IN -PLACE TESTS BY NUCLEAR METHODS
CLIENT: Argus Development REPORT DATE: 09-21-99
PROJECT: Coppell Greens REPORT NO.: 99-132.136
SPECIFICATIONS TEST DATA'
Percent Compaction: 95 % Date Tested: 09-08-99
Moisture Content (%): Technician: R. Burtsell
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD MATERIAL DESCRIPTION MAX. DRY
DENSITY (pCfl OPTIMUM°
MOISTURE (/o)
1 D-698 Light Brown Sandy Clay 119.8 11.8
2 D-698 Reddish Brown Sandy Clay 118.6 11.6
fN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPEGTIVEIY
TEST
NO. LIFT OR
ELEVATION LOCATION REF.
CURVE DRY
DEpC~ MOISTURE
(%) % OF MAX.
DRY DENSITY
1 151 Lift 8" Water line - Block F Lot 12 1 116.5 12.1 97
2 Final 8" Water line - Block F Lot 12 1 115.8 12.0 97
3 1s1 Lift 8" Water line - Block F Lot 13 1 113.6 11.2 95
4 Final 8" Water line - Block F Lot 13 1 114.2 11.8 95
5 15` Lift 8" Water line - Block F Lot 15 1 117.5 10.9 98
~6 Final 8" Water line - Block F Lot 15 1 116.8 10.6 97
7 15S Lift 8" Water line - Block E Lot 15 1 113.5 11.4 95
8 Final 8" Water line - Block E Lot 15 1 118.1 11.9 99
9 15` Lift 8" Water line - Block E Lot 18 1 117.6 11.6 98
10 Final 8" Water line - Block E Lot 18 1 115.2 12.1 96
NUCLEAR GAUGE I.D.: 6161 STD. DENSITY COUNT: 2424
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOILTECH ENGINEERING AND TESTING, INC.
A
~~~~ ~~ i/
James M. Perdue
Construction Materials Manager
STD. MOISTURE COUNT: 494
so~tech
September 21, 1999
Argus Development
6200 Uptown Blvd.
Albequerque, New Mexico
Project: Coppell Greens
Service Date: 09-09-99
Project No.: 99-132
Report No.: 99-132.137
MoisturelDensity Relationship of Soil
Material Description: Red Sandy Clay
Optimum Dry Density: 121.0 pounds per cubic feet
Optimum Moisture Content: 11.0 percent
Liquid Limit: 23
Plastic Limit: 16
Plasticity Index: 7
SO~TE`CH Et~,t\(~FE AN TESTING, INC.
mes M. Perdue
Materials Testing Manager
2502 Gravel Drive • Fort Worth, Texas 76118 • 817.595.0064 telephone • 817.589.7279 metro • 817.595.0708 fax
Soiltech
ENGINEERING
& TESTING, INC.
September 21, 1999
Argus Development
6400 Uptown Blvd.
Aibequerque, New Mexico
Project: Coppell Greens
Project: 99-132
Report No.: 99-132.135
Daily Activity Report
On September 7 ,1999 a representative of Soiltech Engineering and Testing,
upon arrival at the above site was informed that they were not ready at this time
for testing. The representative returned to the laboratory.
SOI TECH E~NEERI I~ AND TESTING, INC.
mes M. Perdue
Materials Testing Manager
2502 Gravel Drive • Fort Worth, Texas 76118 • 817.595.0064 telephone • 817.589.7279 metro • 817.595.0708 fax
SoilteGh
ENGINEERING