ST9301-LR060215 ?�, � �rr`„ 8908 Ambassador Row, Dallas, TX 75247
€ ' 1 ! i 2696 Gravel Drive, Fort Worth, TX 76118
t ... 7701 W Little York, Ste 600, Houston, TX 77040
'it"; ) ggi Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 250680
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 02/08/2006
Coppell TX 75019
Report Date: 02/15/2006
Project: East Sandy Lake Road
ST 93 -01 Completion (4) ' IO
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430 Moisture Density
ASTM D - 2922
ASTM D -3017 Gauge Serial No: 33438 Current: 577 Current: NA
Test Mode: DT Previous: 577 Previous: 2579
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 Reddish Brown Silty Sand w/ Sandstone & Gravel 11.0 98.0 Optimum +4 98 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pcf) (% max)
Wall backfill
1 Sandy Lake Road, Station 31 +00, 45' left, 6" 1 14.0 122.4 107.4 95
elevation 449
Wall backfill
2 Sandy Lake Road, Station 30 +90, 44' left, 6" 1 14.0 124.1 108.9 96
elevation 450
Wall backfill
3 Sandy Lake Road, Station 44 +10, 45' left, 6" 2 14.0 109.3 95.9 98
elevation 490.5
Wall backfill
4 Sandy Lake Road, Station 44 +15, 43' left, 6" 2 13.5 110.1 97.0 99
elevation 441
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.: 250680
Project No.: 0611391 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pcf) (% max)
Wall backfill
5 Sandy Lake Road, Station 44 +20, 41' left, 6" 2 14.3 110.3 96.5 98
elevation 441.5
Wall backfill
6 Sandy Lake Road, Station 44 +25, 44' left, 6" 2 14.5 109.8 95.9 98
elevation 442
Test results on this report meet project specification.
. /
1 ► e, /411
Technician: Julio Perez Started: 7:30am Finished: 6:30pm
Report Distribution: tirigrAle /
(1) City of Coppell J — A
(1) City of Coppell . Scott 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
:' . e Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
'1. - Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 250580
Ms. Suzan Taylor
PO Box 9478 Project No.: 059909
Coppell TX 75019 Date of Service: 02/07/2006
Report Date: 02/15/2006
Project: East Sandy Lake Road (OZ
ST 93 -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 Gau Serial No: 33438 Current: 577 Current: 2579
Test Mode: DT Previous: 577 Previous: 2545
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Silty Sand w/ Sandstone & Gravel 11.0 98.0 Optimum +4 98 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Wall backfill
1 Sandy Lake Road, Station 30 +80, 45' left, 6" 1 12.6 108.2 96.1 98
elevation 446
Wall backfill
2 Sandy Lake Road, Station 30 +85, 43' left, 6" 1 12.6 107.8 95.7 98
elevation 446.5
Wall backfill
3 Sandy Lake Road, Station 30 +80, 44' left, 6" 1 11.1 108.7 97.8 100
elevation 447
Wall backfill
4 Sandy Lake Road, Station 30 +95, 42' left, 6" 1 12.9 108.4 96.0 98
elevation 447.5
Wall backfill
5 Sandy Lake Road, Station 31 +00, 40' left, 6" 1 11.8 108.7 97.2 99
elevation 448
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.: 250580 AMINE IL, '" " ""'_
Project No.: 059909 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pcf) (% max)
Wall backfill
6 Sandy Lake Road, Station 31 +05, 43' left, 6" 1 11.4 108.7 97.6 100
elevation 448.5
Test results on this report meet project specification.
Technician: Julio Perez Started: 7:15am Finished: 6:15pm
` eri
Report Distribution.
t � �� (1) City of Coppell A .■ _
(1) City ofCoppell K. Scott Watson, AET
(1) Tiseo Paving 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