Gateway BP(3.1)-LR070329Fone Engineering
NO
Client: Transwestem Commercial Sege
Mr. Ric Nelson
Transwestem Comipetcial Services
5001 Spring Vy Rd., Ste 600W
Dallas TX 7
Project: Gate Business Center
C e11, Texas
1
TEST
NO
Services: Perform In -Place Density Test in accordance with ASTM Standards.
CONTRACTOR: Constructors Associates
Test Methods: ASTM D -2922
ASTM D -3017
Tannish Brown Silty Clay
TEST LOCATION
Fill
1 Building pad 1, southwest corner, 25' north,
35' east, 4th lift
Fill
2 Building pad 1, southwest corner, 25' north,
70' east, 4th Lift
Fill
3 Building pad 1, southwest corner, 25' north,
110' east, 4th lift
Fill
4 Building pad 1, southwest corner, 75' north,
35' east, 4th lift
Fill
5 Building pad 1, southwest corner, 75' north,
70' east, 4th lift
PROJECT DATA
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Previous: 744
MOISTURE DENSITY RELATIONS
MJD No. Description Moisture /o Maximum
Density pcf
24.5 93.5
FIEI,I) DENSITY TESTS
8908 Ambassador Row, Dallas, TX 75247
7701 W. Little York, Suite 600, Houston, TX 77040
4221 Freidrich Lane, Suite 195, Austin, TX 78744
Corporate Phone: (817) 284 -1318
IN -PLACE DENSITY TESTING
Report No.:
Project No.:
Date of Service:
Report Date:
278383
0712786
02/10/2007
03/29/2007
Standard Counts
Moisture Density
Current: 742 Current: 2564
Project Requirements
Moisture Density
Minimum +4
Previous: 2566
PROBE M/D MOISTURE WET DENSITY DRY DENSITY
DEPTH No. (pcf) (pcf)
6"
1 32.4
6 1 33.7
6" 1
33.2
6" 1 34.4
6" 1 32.5
116.8
116.7
116.7
116.8
116.1
92 -96
DENSITY
max)
88.2 94
87.3 93
87.6 94
86.9 93
87.6 94
1/ 1 07
LIMTI'ATIONS: The test results presented herein were r
p epared 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.
TM
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