Gateway BP(3.1)-LR071108
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 In-Place Density Testing
Report No.: 304094
Project No.: 0712786
Date of Service: 11/02/2007
Report Date: 11/08/2007
Project: Gateway Business Center
Coppell, Texas
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Constructors & Associates
Test Method: ASTM D-6938
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 752 Current: 2523
Previous: 749 Previous: 2528
MOISTURE DENSITY RELATIONS
MID No.
303720
Description
Lime Treated Dark Brown I Sandy Clay
Moisture
%
Maximum
Density
(pet)
103.1
Project Requirements
Moisture Density
Optimum +4 95 min
20.1
Test
No
Test Location
Paving subgrade
Center of south approach
FIELD DENSITY TESTS
Probe MID
Depth No.
-
Moisture Wet Density Dry Density Density
% (pet) (pet) (% max)
6" 303720
22.8
120.2
97.9
95
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.
(CH/ED) Page 1 of 2
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.: 303404
Project No.: 0712786
Date of Service: 10/29/2007
Report Date: 11/08/2007
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: NA
Test Mode: DT
Standard Counts
Moisture Density
Current: NA Current: NA
Previous: NA Previous: NA
MOISTURE DENSITY RELATIONS
MID No.
277809
Description
Moisture
%
Maximum
Density
(pet)
89.0
Project Requirements
Moisture Density
Optimum +4 95 min
Dark Brown I Clay
27.0
Test
No
Test Location
FIELD DENSITY TESTS
Probe MID
Depth No.
Moisture Wet Density Dry Density Density
% (pet) (pet) (% max)
Fill
25' south, 15' west from southeast corner of
building 2
Fill
40' south, 15' west from southeast corner of
building 2
6"
277809
30.3
111.0
85.2
96
2
6"
277809
30.4
111.9
85.8
96
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.
(CH/EO) Page 1 of 2