Northlake 635(7)-LR060918Rone 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) 630-9745
IN-PLACE DENSITY TESTING
Client: Constructors & Associates Report No.: 265273
Mr. Bill Homrighausen Project No.: 0612080
333 Welborn Street, Ste. 200 Date of Service: 09/01/2006
Dallas TX 75219-5104 Report Date: 09/18/2006
Project: CFC Building Addition
1333 Crestside
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: CFC Building Standard Counts
Test Methods: Gauge: Troxler 3430 Moisture Density
ASTM D-2922
ASTM D-3017 Gauge Serial No: NA Current: NA Current: NA
Test Mode: DT
Previous: NA Previous: NA
MOISTURE DENSITY RELATIONS
Maximum
M/D No. Description Moisture % Density pcf
Project Requirements
Moisture Density
1 Dark & Light Brown Sandy Clay w/ Concrete 19.5 101.0 Optimum +4 95 min
Pieces
TEST
NO
TEST LOCATION
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSTtY
DEPTH No. (%) (pcf) (pcf) (% max)
Utility backfill
1 8" water line, 80' southwest from southeast
6" 1
21.0
117.5
97.1 96
corner of building, final
Utility backfill
2 8" water line, 90' southwest from suotheast
6" 1
20.3
120.3
100.0 99
corner of building, 1' below grade
Utility backfill
3 8" water line, 120' southwest from southeast
6" 1
23.1
123.7
100.5 100
corner of building, 2' below grade
Utility backfill
4 8" water line, 130' southwest of southeast
6" 1
21.2
122.2
100.8 100
corner of building, 3' below grade
Test results on this report meet project specification.
R e 'n a 'ng
Technician: Jack Roberts started: 2:45pm Finished: 4:30pm
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell Michael Cox, SET
(I) City of Coppell Project Manager
LIMITATIONS: The test results presented herein were prepazed based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similaz subject matter provided by persons or conditions over which we have no control. Our letters and reports aze
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.
17SS Page 1 of 1
done 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.: 265223
Mr. Bill Homrighausen Project No.: 0612080
333 Welborn Street, Ste. 200 Date of Service: 09/01/2006
Dallas TX 75219-5104 Report Date: 09/18/2006
Project: CFC Building Addition
1333 Crestside
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: CFC Building Standard Counts
Test Methods: Gauge: Troxler 3430 Moisture Density
ASTM D-2922
ASTM D-3017 Gauge Serial No: NA Current: NA Current: NA
Test Mode: DT
MOISTURE DENSITY RELATIONS
Maximum
M/D No. Description Moisture % Density pcf
1 Dark & Light Brown Sandy Clay w/ Concrete 19.5 101.0
Pieces
Previous: NA Previous: NA
Project Requirements
Moisture Density
Optimum +4 95 - 100
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pci) (pcf) (% max)
Water line
1 20' south from southeast corner of building, 6" 1 23.3 119.1 96.6 96
3' below grade
Water line
2 30' southwest from southeast corner, 2' 6" 1 22.2 119.4 97.7 97
below grade
Water line
3 40' southwest from southeast corner, 1' 6" 1 22.0 118.7 97.3 96
below grade
Water line
4 60' southwest from southeast corner, final 6" 1 23.4 118.8 96.3 95
Test results on this report meet project specification.
e Bring
Technician: Jack Roberts Started: 7:30am Finished: 10:15a
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell Michael Cox, S T
(1) City of Coppell 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. Our letters and reports aze
for the exclusive use of the clients to whom they aze addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
7SS Page 1 of 1