ST9301-LR051202 e ■
f 8908 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.: 246409
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 11/30/2005
Report Date: 12/02/2005
Project: East Sandy Lake Road
ST 93 -01
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Gauge: Troxler 3411 -B
Test Methods: Moisture Density
ASTM D -2922 h'
ASTM D -3017 Gauge Serial No: 4645 Current: 575 Current: 1773
Test Mode: DT Previous: 587 Previous: 1670
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Sandy Clay w /Sandstone & Gravel 12.5 117.5 Optimum +5 98 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pcf) (% max)
Retaining wall
1 Sandy Lake Road, Station 26 +20, final 6" 1 12.5 129.2 114.8 98
Test results on this report meet project specification.
Technician: Jason Bartholomew Started: 1:45pm Finished: 3 :OOpm � � � '� 4:11c
Report Distribution: �
(1) City of Coppell
(1) City of Coppell 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 1 of 1
n Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
1 ;N Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 246132
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 11/28/2005
Coppell TX 75019 Report Date: 12/02/2005
Project: East Sandy Lake Road 6 ft1)'A^
ST 93 -01 $
�52 p
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: 35519 Current: 699 Current: 2581
Test Mode: DT Previous: 686 Previous: 2590
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 Clayey Sand w /trace sandstone 14.0 113.0 Optimum +4 98 min
D1 6. - -
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Roadway
1 Sandy Lake Road, Station 43 +50, elevation 6" 1 14.2 124.0 108.6 96
448, final
Roadway
2 Sandy Lake Road, Station 40 +50, elevation 6" 1 14.0 124.7 109.4 97
446
Roadway
3 Sandy Lake Road, Station 40 +50, elevation 6" 1 14.5 124.9 109.1 97
447
Roadway
4 Sandy Lake Road, Station 40 +50, elevation 6" 1 14.0 125.5 110.1 97
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.: 246132 t ---- -.
Project No.: 059909 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pct) (% max)
Retaining wall
5 Retaining wall, Sandy Lake Road, Station 6" 2 14.0 128.8 113.0 100
28 +00, left 7
Retaining wall
6 Retaining wall, Sandy Lake Road, Station 6" 2 14.0 128.1 112.4 99
29 +50, left 8
Test results on this report meet project specification.
See Report #246185 for time on Test #4, #5 and #6.
11 41.
Technician: Julio Perez Started: 8 :OOaITI Finished: 2:45pm if id
l�
Report Distribution: rim" 4 /
(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
g : : ® 8908 Ambassador Row, Dallas TX 75247
2 696 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.: 246024
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 11/23/2005
Report Date: 12/02/2005
Project: East Sandy Lake Road
ST 93 -01
VA* G
?l� �
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: 686 Current: 2590
Test Mode: DT Previous: 688 Previous: 2568
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
1 1
TEST PROBE M!D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pcf) (% max)
Roadway backfill
1 Sandy Lake Road, Station 43 +50, elevation 6" 1 14.0 122.9 107.8 95
445, 43' lift
Roadway backfill
2 Sandy Lake Road, Station 43 +50, elevation 6" 1 14.6 124.6 108.7 96
446, 43' lift
Roadway backfill
3 Sandy Lake Road, Station 43 +50, elevation 6" 1 14.0 126.1 110.6 98
447, 43' lift
Roadway backfill
4 48" pipe removed, backfilled, Station 6" 1 14.1 123.2 108.0 96
42 +10, elevation 443
Roadway backfill
5 48" pipe removed, backfilled, Station 6" 1 14.7 123.7 107.8 95
42 +10, elevation 444
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
0 7TM Page 1 of 2