ST9301-LR050421 one Eng E �"! !°6 �1 8908 Ambassador Row, Dallas, TX 75247
f [ i i I 1 f 2696 Gravel Drive, Fort Worth, TX 76118
L 6300 Rothway, Ste. 150, Houston, TX 77040
a_. Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 231494
Ms. Suzan Taylor
Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 04/09/2005
02-C1.(ic Report Date: 04/21/2005
Project: East Sandy Lake Road r-
............... ao*
ST 93 -01 4
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430
ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 35557 Current: 656 Current: 2781
Test Mode: DT Previous: 663 Previous: 2776
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 Optimum +4 95 min
2 Brown Sandy Clay w/ limestone fragments & 10.5 122.0 Optimum +4 95 min
Organics
FIELD DENSITY TESTS
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Paving subgrade
1 Eastbound Sandy Lake Road, Station 40 +50 6" 1 14.0 123.3 108.2 96
Paving subgrade
2 Eastbound Sandy Lake Road, Station 43 +50 6" 1 15.5 125.1 108.3 96
Test results on this report meet project specification.
/
Rone O l'�y n
Technician: Julio Perez Started: 11:30a Finished: 1:15pm '
Report Distribution: if ,
(1) City of Coppell
(1) City of Coppell Clay Stark
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.
)7TM Page 1 of 1
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
* En 6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 231427
Ms. Suzan Taylor ^ \�' Project No.: 059909
PO Box 9478 (� V Date of Service: 04/08/2005
Coppell TX 75019 \, Report Date: 04/21/2005
_�
Project: East Sandy Lake Road
ST 93 -01 110ZZ0 .35 01,
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430
ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 35557 Current: 663 Current: 2776
Test Mode: DT Previous: 663 Previous: 2775
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Brown Sandy Clay w/ limestone fragments & 10.5 122.0 Optimum +4 95 min
Organics
2 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 Optimum +4 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pci) (% max)
Paving subgrade
1 Eastbound Sandy Lake Road, Station 26 +50 6" 1 12.5 130.5 116.0 95
Paving subgrade
2 Eastbound Sandy Lake Road, Station 30 +50 6" 1 10.9 134.4 121.2 99
Paving subgrade
3 Eastbound Sandy Lake Road, Station 32 +75 6" 1 11.0 128.5 15 : 95
Test results on this report meet project specification. I
Technician: Julio Perez Started: 9:00am Finished: 11:15
R ; _ erng
Report Distribution:
(1) City of Coppell _
(1) City of Coppell Clay Stark
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.
D7TM Page 1 of 1