ST9301-LR060317 -,. Engineering �* 8408 Ambassador Row, Dallas, TX 75247
/ / 2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 252656
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 03/15/2006
Coppell TX 75019
Report Date: 03/17/2006
Project: East Sandy Lake Road
ST 93 -01 Completion `W , Con
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: 33438 Current: 570 Current: 2556
Test Mode: DT Previous: 513 Previous: 2555
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 +5 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pcf) (% max)
Roadway
1 Approach at St. Joseph driveway and Sandy 6" 1 14.5 129.1 112.8 100
Lake Road, 1st lift
Roadway
2 Approach at St. Joseph driveway and Sandy 6" 1 14.3 128.8 112.7 100
Lake Road, 2nd lift
Roadway
3 Approach at St. Joseph driveway and Sandy 6" 1 14.6 125.5 109.5 97
Lake Road, 3rd lift
Roadway
4 Median approach at University Academy 6" 1 15.4 127.6 110.6 98
and Sandy Lake Road, 1st lift
Roadway
5 Median approach at University Academy 6" 1 14.2 127.2 111.4 99
and Sandy Lake Road, 2nd lift
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
x ! E
8908 Ambassador Row, Dallas, TX 75247
1 2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 252581
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478
Coppell TX 75019 Date of Service: 03/14/2006
Report Date: 03/17/2006
Project: East Sandy Lake Road ` t �{
ST 93 -01 Completion `
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
Gauge Serial No: 33438
ASTM D -3017 Current: 513 Current: 2555
Test Mode: DT Previous: 521 Previous: 2566
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
MID No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 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 Approach on River Chase and Sandy Lake 6" 1 19.6* 133.2 111.4 99
Road, northbound lane, 1st lift
Roadway
2 Approach on River Chase and Sandy Lake 6" 1 18.4 132.3 111.7 99
Road, southbound lane, 1st lift
Roadway
3 Approach on River Chase and Sandy Lake 6" 1 20.9* 131.2 108.5 96
Road, northbound lane, 2nd lift
Roadway
4 Approach on River Chase and Sandy Lake 6" 1 18.4 132.9 112.2 99
Road, southbound lane, 2nd lift
Roadway
5 Approach on River Chase and Sandy Lake 6" 1 19.9* 133.9 111.7 99
Road, northbound lane, 3rd lift
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.
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Gt f.
Report No.: 252581 �MEM
Project No.: 0611391 Client: City of Coppell
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Roadway
6 Approach on River Chase and Sandy Lake 6" 1 20.3* 133.1 110.6 98
Road, southbound lane, 3rd lift
Roadway
7 Approach on Starleaf and Sandy Lake 6" 1 17.9 133.8 113.5 100
Road, 1st lift
Roadway
8 Approach on Starleaf and Sandy Lake 6" 1 18.2 129.7 109.7 97
Road, 2nd lift
Roadway
9 Approach on Starleaf and Sandy Lake 6" 1 16.5 127.0 109.0 96
Road, 3rd lift
An asterisk ( *) appears next to test results which do NOT meet the project specifications.
Note: Garreth Campbell, with the City of Coppell, approved the moisture %
results.
Technician: Julio Perez Started: 9:30am Finished: 6:00 pm Ro . .
Report Distribution: ' J /j
(I) City of Coppell
(1) City of Coppell . cott Watson, AET
(1) Tiseo Paving Company CMT Operations 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