PA0101-LR030210 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
~ ~--'---
Client: JMC Construction, L.P.
Project: Coppell Trails
363 N. Denton Tap Road
Moisture-Density Relationship
Report Distribution: (1)Cityof Coppell (1) City of Coppell
(1) Schdckel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.:
Report Date:
Material Origin:
Sample Location:
Material Description:
Material Use:
DC02-115-O48
02/10/2003 Project Information
Off-site
On-site Stockpile
Finely Ground Crushed Concrete
Jogging Path Fill
Moisture-Density Relationship - Curve No. 9526
Tested By: Donuald E. Bell
Sample Date: 02/04/2003
139
127
123
3 5 7 9 11 13 15
Moisture Content (%)
Material Properties and Test Information - Curve No. 9526
132
Dr,/
Density
(pct)
131
Maximum Dry Density: 130.5 Liquid Limit: 19
Optimum Moisture Percent: 8.5 Plastic Limit: 14
Plasticity Index: 5
Test Method(s): ASTM D-698-A, ASTM D-4318-B, ASTM D-1140
Rammer Description: Mechanical Preparation Procedure:
Passing No. 200:
USCS:
Moist
23.8
TERRA-MAR, INC.
Project Manager
The results presented in this report pertain only to the specific items tested. This report was produced for ~ exclusive use of the client. Any reproduction of
this report, or any part therein, is stdctly prohibited without the express written consent of TMI.
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.:
Report Date:
DC02-115-046
02/1 O/20O3
5pecil'ications
Percent Compaction: +95% rain
Date Tested: 02/04/2003
Moisture Content: opt -2% to +2%
Technician: John Restau
........... Optimum Maximum Dry
Curve No. Test Method Matedal Description Moisture % Density pcf
9526 ASTM D-698-A Finely Ground Crushed Concrete 8.5 130.5
I
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Trail #2
50.0 Final Station 0+00 9526 6" 8.2 139.0 128.5 98.5
51.0 Final Station 3+10 9526 6" 7.6 139.8 129.9 99.5
52.0 Final Station 5+80 9526 6" 8.1 139.0 128.6 98.5
53.0 Final Station 8+50 9526 6" 7.7 140.3 130.3 99.8
54.0 Final Station 10+79 9526 6" 7.0 140.6 131.4 100.7
55.0 Final Station 13+75 9526 6" 7.5 142.2 132.3 101.4
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM [:)-3017
Gauge: Troxler
Gauge SN: 33109
Std. Density Count: 2690 Std. Moisture Cgunt: 688
TERRA-MAR, INC. ' -~'/ v // Mike 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 strictly prohibited without the express wdtten consent of TMI.
075SD Page I or' ',