Gateway BP(3.1)-LR071105
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of In-Place Density Testing
Report No.: 303719
Project No.: 0712786
Date of Service: 10/31/2007
Report Date: 11/05/2007
Project: Gateway Business Center
Coppell, Texas
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Constructors & Associates
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: OT
Standard Counts
Moisture Density
Current: 744 Current: 2563
Previous: 741 Previous: 2552
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
MID No. Description % (pet) Moisture Density
277809 Dark Brown I Clay 27.0 89.0 Optimum +4 95min
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (%max)
Paving subgrade
Building 2, center, south fire lanes 6" 277809 29.2 115.0 89.0 100
Paving subgrade
2 25' east, 50' north from southeast corner of 6" 277809 30.4 115.7 88.7 100
building 2
Paving subgrade
3 25' east, 250' north from southeast corner of 6" 277809 28.9 118.5 91.9 103
building 2
Paving subgrade
4 25' east, 450' north from southeast corner of 6" 277809 31.0 118.0 90.1 101
building 2
Paving subgrade
5 Center of center entrance 6" 277809 31.0 117.5 89.7 101
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(CHIED) Page 1 of 2
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, 8te 600, Houston, TX 77040
4421 Freidrich, 8te 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of Moisture Density Relationship
Report No.: 303720
Project No.: 0712786
Date of Service: 10/31/2007
Report Date: 11/05/2007
Project: Gateway Business Center
Coppell, Texas
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
Contractor: Constructors & Associates
Test For: Paving Subgrade
Material: Lime Treated Dark Brown Sandy Clay
Classification: Paving Subgrade
Test Method: ASTM D-698
ASTM D-4318, Method-A
Date Sampled:
Material Preparation:
Rammer Type:
Sampled By:
Sample Location:
Import
10/31/2007
Moist
Mechanical
Jernigan, Joe
REPORT OF TEST
Maximum Dry Density, pet:
Optimum Moisture Content, %:
103.1
20.1
100% saturation line
for SG " 2.65 Estimated
110
Liquid Limit: 40
Plastic Limit: 35
Plasticity Index: 5
13 105
0.
~
1il
c
ILl
Cl
:>-
o 100
n
16 IT 1. lJ 20 21 22 2J 24
M:listull! Content, pereent
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(OC/LB) Page 1 of 2