Northlake 635(7)-LR060920done Engineering
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) 630-9745
IN-PLACE DENSITY TESTING
Client: Constructors & Associates Report No.: 265719
Mr. Bill Homrighausen Project No.: 0612080
333 Welborn Street, Ste. 200 Date of Service: 09/08/2006
Dallas TX 75219-5104 Report Date: 09/20/2006
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: 32719 Current: 604 Current: 2719
Test Mode: DT Previous: 624 Previous: 2733
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
MnichmP Density
Optimum +4 95 min
TEST PROBE M/D MOLSTURE WET DENSITY DRY DENSITY DENSTI'Y
NO TEST LOCATION DEPTH No. (%) (pcf) (pcf) (% max)
1 Fill
Water tap south side of building, 250' east,
6"
1
19.1 *
119.6
100.4
99
75' south from southwest corner, 1' below
grade
2 Fill
Water tap south side of building, 250' east,
6"
1
18.0*
119.1
100.9
100
75' south from southwest corner, final
3 Fill
Water tap south side of building, 100' east,
6"
1
20.3
117.7
97.8
97
75' south from southwest corner, 1' below
grade
4 Fill
Water tap south side of building, 100' east,
6"
1
19.2*
120.8
101.3
100
75' south from southwest corner, final
LIIvfITATIONS: 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.
07SS Page 1 of 2
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[Zeport No.: 265719
Project No.: 0612080 Client: Constructors & Associates
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
TEST °
NO TEST LOCATION DEPTH No. (%) (pct) (pct) (/o mag
Fill 19.2* 116.1 97.4 96
5 Water tap south side of building, 100' west, 6" 1
80' south from southeast corner, 1' below
grade
Fill 20.0 116.2 96.8 96
6 Water tap south side of building, 100' west, 6" 1
80' south from southeast corner, final
An asterisk (*) appears next to test results which do NOT meet the project specifications.
on gi a ring
Technician: Jered Sims Started: 1:45pm Finished: S:OOpm
._-_
Report Distribution:
(1) Constructors & Associates Michael Cox, S T
(1) City of Coppell Project Manager
(I) City of Coppell
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 bePregro~uocf 2except in full without the written approval of Rone Engineering Services, Ltd.
07SS