PA0101-LR021030 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
In-Place Soil Moisture/Density Tests by Nuclear Method
Client:
Project:
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-018
Report Date: 10/30/2002
.......... :~pe~citica_tio~
Percent Compaction: +92% min +98% max
Moisture Content: opt +2% to +4%
Test Data
Date Tested: 10/22/2002
Technician: Mohammed A. Kashem
Curve No. Test Method
9288 ASTM D-698-A Brown Sandy Clay
9294 ASTM D-698-A Brown Sandy Clay
Material Description
Optimum Maximum Dry
Moisture % Density pcf
13.5 114.5
14.0 108.0
Test Elevation Ref.
No or Lift Location Curve
Trail #3
17.0 Grads at Station 4+65 9288
18.0 Grade at Station 6+00 9288
Trail #4
19.0 Grade at Station 1 +00 9294
Probe Percent Wet Density Dry Density Percent
Depth Moisture (pcf) (pcf) Density
6' 19.7' 127.8 106.8 93.3
6" 25.0' 124.4 99.5 86.9'
6" 16.5 125.2 107.5 99.5'
An astedsk (*) appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Tmxler
Gauge SN: 33088
Std. Density Count: 2880
TERRA-MAR, INC.
Std. Moisture Count: 710
./ - / 'Mike Fuller / / -
c, Project Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
0?sso Page I of 1
Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
In-Place Soil Moisture/Density Tests by Nuclear Method
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-019
Report Date: 10/30/2002
specitications
Percent Compaction: +92% rain +98% max
Moisture Content: opt +2% to +4%
Teat uata
Date Tested: 10/24/2002
Technician: Mohammed A. Kashem
Curve No. Test Method
9288 ASTM D-698-A
9294 ASTM D-698-A
Test Elevation
No or Lift Location
Optimum Maximum Dry
Matedal Description Moisture % Density pcf
Brown Sandy Clay 13.5 114.5
Brown Sandy Clay 14.0 108.0
Ref. Probe Percent Wet Density Dry Density Percent
Curve Depth Moisture (pcf) (pcf) Density
Retests
17.1 Retest Retest of test no. 17 dated 10/22/02 9288 6" 16.6 128.3 110.0 96.1
18.1 Retest Retest of test no. 18 dated 10/22/02 9288 6" 15.8 126.2 109.0 95.2
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Troxler Gauge SN: 33086 Std. Density Count: 2880 Std~Vloisture Count: 710
TERRA-MAR, INC. - /J h/~'ke Fuller / /
,~' Project Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is stdctly prohibited without the express wdtten consent of TMI.
O?SSD ,~ Page I of I