Northlake 635(7)-LR061002done Engineering
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8908 Ambassador Row, Dallas, TX 75247
4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630-0745
IN-PLACE DENSITY TESTING
Client: Constructors & Associates Report No.: 266705
Mr. Bill Homrighausen Project No.: 0612080
333 Welborn Street, Ste. 200 Date of Service: 09/20/2006
Dallas TX 75219-5104 Report Date: 10/02/2006
Project: CFC Building Addition
1333 Crestside
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: CFC Building Standard Counts
Gauge: Troxler 3430 Moisture Density
Test Methods: ASTM D-2922
ASTM D-3017 Gauge Serial No: 35518 Current: 742 Current: 2554
Test Mode: DT
Previous: 740 Previous: 2566
MOISTURE DENSITY RELATIONS
Maximum
M/D No. Description Moisture % Density pcf
1 Dark & Light Brown Sandy Clay w/ Concrete 19.5 101.0
Pieces
Project Requirements
Moisture Density
Optimum +4 95 min
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pcf) (pcf) (% max)
South fire lane
1 East end, subgrade
South fire lane
2 Middle, subgrade
South fire lane
3 West end, subgrade
Technician: Joe Jernigan
Report Distribution:
(1) Constructors & Associates
(1) City ofCoppell
(1) City of Coppell
6" 1 19.6 114.2 95.5 95
6" 1 21.9 121.8 99.9 99
6" 1 22.9 123.0 100.1 99
Test results on this report meet project specification.
Rone E gin 'ng
Started: $:OOam Finished: 9:30am J
Mic ael Cox, SET
Project Manager
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. Ow 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.
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