ST9301-LR050805 n e 8908 Ambassador Row, Dallas, TX 75247
Engineering 2696 Gravel Drive, Fort R'orth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
CIient: City of Coppell Report No.: 238551
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 07/28/2005
Report Date: 08/05/2005
Project: East Sandy Lake Road
ST 93 -01
n D
Services: Perform In -Place Density Test in accordance with ASTM Standards.
•
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: ASTM D -2922 Gauge: Troxler 3430 Moisture Density
ASTM D -3017 Gauge Serial No: 35519 Current: 623 Current: 2604
Test Mode: DT Previous: 670 Previous: 2621
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Sandy Silty Clay 12.5 116.5 Optimum +5 95 min
)
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Storm drain and water line
1 21" storm drain, Line F, Station 38 +125, 4' 6" 1 13.2 127.9 113.0 97
below grade
Storm drain and water line
2 21" storm drain, Line F, Station 38 +125, 3' 6" 1 13.2 127.0 112.2 96
below grade
Storm drain and water line
3 21" storm drain, Line F, Station 38 +125, 2' 6" 1 13.1 126.8 112.1 96
below grade
Storm drain and water line
4 21" storm drain, Line F, Station 38 +125, 1' 6" 1 13.2 126.9 112.1 96
below grade
Storm drain and water line
5 21" storm drain, Line F, Station 38+125, 6" 1 12.6 125.8 111.7 96
final
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 be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
07TM Page 1 of 2
Report No.: 238551 u.
Project No.: 059909 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Storm drain and water line
6 8" water line, Station 64 +66, 15' left, 2' 6" 1 13.4 125.6 110.8 95
below grade
Storm drain and water line
7 8" water line, Station 64 +66, 15' left, 1' 6" 1 12.8 125.3 111.1 95
below grade
Storm drain and water line
8 8" water line, Station 64 +66, 15' Left, final 6" 1 13.2 126.4 111.7 96
Test results on this report meet project specification.
,/
Ron • i �
Technician: Julio Perez Started: 1:45pm Finished: 6:00pm
'/ eer_ , _
Report Distribution: Air
(I) City of Coppell
(1) City of Coppell C ay Stark
(1) Tiseo Paving 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 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.
07TM Page 2 of 2