ST0102-LR030416Ron eEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, loft V~orth, TX 76118
6300 Rothway, Ste. 150. Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Cheat:
City of Coppelt
Attn: Ms. Suzan Taylor
PO Box 478
Cop?ell TX 75019
Project: Ruby Road (ST 0
Coppell, TX
Report No.: 174139
Project No.: 027176
Date of Service: 04/02/2003
Report Date: 04/16/2003
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-3017
MR) No.
1
Gauge: Troxler 3430
Gauge Serial No: 32720
Test Mode: DT
MOISTURE DENSITY RELATIONS
Description
Light Brown Sandy Clay (Lime Treated)
Standard Counts
Moisture Density.
Current: 655 Current: 3053
Previous: 660 Previous: 3072
Maximum Project Requirements
Moisture % Density pcf Moislure Density
18.0 105.5 Optimum +4 95 mtn
FIELD DENSITY TESTS
TEST
NO
TEST LOCATION
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSIIY
DEPTH No. (%) (pcf) (pcf) (% ~nax)
Paving Subgrade
Sanitary sewer manhole, Ruby Road, 6" 1 21.0
Station 13+35, final ~,q-ade
Test results on this report meet project specification.
121.5 100.4 95
Technician: Lanny Gist
Report Distribution:
(l) Ci~, of Coppell
(1) Tiseo Paving Company
(1) Pacheco Kuch
(]) Wright Construction Company
Started: 2:30PM
Finished: 4:00PM R~II~ Engineers,
~/ Project Manager
Ltd.
LIMITATIONS: The test results presented herein were prepared based upon thc specific samples provided for testing We assume no responsibility for vanation in qualiD'
(composition. appearance, perfommnce, etc ) or aiiv other fk*a ture of similar subi¢ct runner provided b~ persons or conditions over which we have no control Our letters and
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