ST9301-LR050719 8908 Ambassador Row, Dallas, TX 75247
', 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
r Corporate Phone: (214) 630 - 9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 237742
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 07/14/2005
Coppell TX 75019 Report Date: 07/19/2005
Project: East Sandy Lake Road
ST 93 -01 \� 2Z
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Gauge: Troxler 3430
Test Methods: ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 35519 Current: 661 Current: 2624
Test Mode: DT Previous: 675 Previous: 2612
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
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Roadway
1 East Sandy Lake Road, elevation 447.5, 6" 1 14.9 133.8 116.4 100
Station 27 +00, 3rd lift
Roadway
2 East Sandy Lake Road, elevation 447.5, 6" 1 15.2 133.3 115.7 99
Station 30 +00, 3rd lift
Test results on this report meet project specification.
Ii 7,7 Rone. 1 f ri �.
Technician: Julio Perez Started: 12:30p Finished: 4:30pm
i A K Report Distribution: L
(1) City of Coppell �y Stark
(1) City of Coppell Project Manager
(1) Tiseo Paving
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 ap d of l except in full without the written approval of Rone Engineering Services, Ltd.
® i 8408 Ambassador Row, Dallas, TN 75247
tone 2696 Gravel Drive, Fort Worth, Tx 76118
6300 Rothway, Ste. 150, Houston, TX 77040
, Corporate Phone: (214) 630 -9745
F
IN -PLACE DENSITY TESTING
Report No.: 237707
Client: City u Coppell
Project No.: 059909 Pro
Ms. Suzan Taylor j
PO Box 9478 Date of Service: 07/13/2005
Coppell TX 75019 Report Date: 07/19/2005
Project: East Sandy Lake Road �� �
ST 93 -01
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
Standard Counts
CONTRACTOR: Tiseo Paving Company Gauge: Troxler 3430 Moisture Density
Test Methods: ASTM D -2922
Gauge Serial No: 35519
ASTM D -3017 Current: 675 Current: 2612
Test Mode: DT Previous: 670 Previous: 2578
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
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION
DEPTH No. ( %) (pcf) (pcf) (% max)
Roadway 12 9 125.1 110.8 95
1 East Sandy Lake Road, wall, Station 27 +00, 6" 1
1st lift
Roadway 12.9 127.2 112.7 97
2 East Sandy Lake Road, wall, Station 29 +50, 6" 1
1st lift
Roadway 12.5 125.3 111.4 96
3 East Sandy Lake Road, elevation 463,
6" 1
Station 33 +50, 3rd lift
Roadway
4 East Sandy Lake Road, elevation 444.03, 6" 1 12.8 125.6 111.3
Station 36 +00, 3rd lift
Test results on this report meet project specification. / -
it.
R , � : � � g eering
Technician: Julio Perez Started: 12:OOp Finished: 3:30pm
Report Distribution: _
(1) City of Coppell Clay Stark
P
(1) City of Coppell Project Manager
(1) Tiseo Paving
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
1 of I except in full without the written approval of Rone Engineering Services, Ltd.