ST9301-LR060113 Ro n e Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
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Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 248312
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 01/04/2006
Coppell TX 75019 Report Date: 01/13/2006
Project: East Sandy Lake Road
Z /
ST 93 -01 \”" 5 ° J
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: 574 Current: 2538
Test Mode: DT Previous: 575 Previous: 2562
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 MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Wall backfill
1 Sandy Lake Road, 45' left, Station 52 +25, 6" 1 14.3 111.1 97.2 99
elevation 445
Wall backfill
2 Sandy Lake Road, 40' left, Station 43 +00, 6" 1 13.1 110.7 97.9 100
elevation 445
Wall backfill
3 Sandy Lake Road, 43' left, Station 43 +95, 6" 1 14.1 111.1 97.4 99
elevation 445
Wall backfill
4 Sandy Lake Road, 47' left, Station 42 +00, 6" 1 14.5 111.5 97.4 99
elevation 445.5
Wall backfill
5 Sandy Lake Road, 42' left, Station 43 +50, 6" 1 14.2 111.0 97.2 99
elevation 445.5
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.: 248312 IMMO W
Project No.: 059909 Client: City of Coppell
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Wall backfill
6 Sandy Lake Road, 45' left, Station 44 +00, 6" 1 14.4 111.4 97.4 99
elevation 445.5
Wall backfill
7 Sandy Lake Road, 41' left, Station 42 +30, 6" 1 14.0 111.7 98.0 100
elevation 446
Wall backfill
8 Sandy Lake Road, 43' left, Station 43 +25, 6" 1 13.7 111.2 97.8 100
elevation 446
Wall backfill
9 Sandy Lake Road, 45' left, Station 44 +30, 6" 1 13.5 110.7 97.5 99
elevation 446
Wall backfill
10 Sandy Lake Road, 40' left, Station 42 +50, 6" 1 12.8 110.3 97.8 100
elevation 446.5
Wall backfill
11 Sandy Lake Road, 42' left, Station 43 +50, 6" 1 13.8 110.8 97.4 99
elevation 446.5
Wall backfill
12 Sandy Lake Road, 44' left, Station 44 +25, 6" 1 13.1 110.3 97.5 99
elevation 446.5
Wall backfill
13 Sandy Lake Road, 41' left, Station 42 +00, 6" 1 13.3 110.7 97.7 100
elevation 447
Wall backfill
14 Sandy Lake Road, 43' left, Station 43 +00, 6" 1 14.6 110.0 96.0 98
elevation 447
Wall backfill
15 Sandy Lake Road, 45' left, Station 44 +00, 6" 1 14.8 110.7 96.4 98
elevation 447
Test results on this report meet project specification. 4 001 .
! e`i; inee-` g
Technician: Julio Perez Started: $: I Sam Finished: 6:OOpm �a /
Report Distribution: ' (1) Cit y 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.
O7TM Page 2 of 2
n e Engineering 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.: 248403
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 01/05/2006
Coppell TX 75019 Report Date: 01/13/2006
Project: East Sandy Lake Road td (�Cfl,
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 Moisture Density
ASTM D - 2922
ASTM D -3017 Gauge Serial No: 33438 Current: 575 Current: 2554
Test Mode: DT Previous: 574 Previous: 2538
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 95 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, 44' left, Station 42 +58, 6" 1 12.3 108.4 96.5 98
elevation 448
Wall backfill
2 Sandy Lake Road, 41' left, Station 43 +50, 6" 1 13.9 109.3 96.0 98
elevation 448
Wall backfill
3 Sandy Lake Road, 43' left, Station 43 +87, 6" 1 12.2 108.5 96.7 99
elevation 448
Test results on this report meet project specification. -
AK
p a l • nee n g
Technician: Julio Perez Started: 11:30 Finished: 4:30 m
Report Distribution:
4 4 1 j
I. (1) City of Coppell Lam:
(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
t Engineering n e i 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.: 248521
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 01/06/2006
Coppell TX 75019 Report Date: 01/13/2006
Project: East Sandy Lake Road
ST 93 -01 U'l 5, 9
Services: Perform In -Place Density Test in accordance with ASTM Standards. µ
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: 552 Current: 2568
Test Mode: DT Previous: 575 Previous: 2554
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Tan Brown Sandy Clay 14.5 115.0 Optimum +4 95 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 41 +10, elelvation 6" 1 16.4 132.6 113.9 99
941.55, subgrade
Wall backfill
2 Sandy Lake Road, Station 42 +18, elevation 6" 1 15.9 132.6 114.4 99
442.47, subgrade
Wall backfill
3 Sandy Lake Road, Station 41 +80, elevation 6" 1 17.7 132.8 112.8 98
443.37, subgrade
Wall backfill
4 Sandy Lake Road, Station 44 +08, elevation 6" 1 17.1 134.0 114.4 99
443.37, subgrade
Test results on this report meet project specification.
eipl Technician: Julio Perez Started: 1:15pm Finished: 3:OOpm • ` '
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.
07SS Page 1 of 1
: AD n e Engineering 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.: 248599
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 01/09/2006
Coppell TX 75019 Report Date: 01/13/2006
Project: East Sandy Lake Road
ST 93 -01 W 1 2tP Cifak
Services: Perform In -Place Density Test in accordance with ASTM Standards. J
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: 578 Current: 2572
Test Mode: BS Previous: 573 Previous: 2565
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Tan crushed limestone w/ Sandy Clay 14.5 115.5 Optimum +4 95 min
F I II Et - - -
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pcf) (% max)
Wall Backfill
1 Station 41 +00, elevation 442.5, 45th lift 0" 1 14.7 127.7 111.3 96
Wall Backfill
2 Station 42 +20, elevation 442.5, 43rd lift 0" 1 14.5 127.6 111.4 96
Wall Backfill
3 Station 44 +50, elevation 444.5, 41st lift 0" 1 15.0 126.3 109.8 95
Wall Backfill
4 Station 44 +00, elevation 444.5, 44th lift 0" 1 14.9 127.2 110.7 96
Test results on this report meet project specification.
♦ ..i , giti :.
Technician: Julio Perez Started: 7:45am Finished: 12:45
Report Distribution: p ' 1/41$7/ �
(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.
07SS Page 1 of 1
z n f q �y fq �y �rri 8908 Ambassador Row, Dallas, TX 7
g [ c 1 2696 Gravel Drive, Fort Worth, TX 76118 6118
7701 W Little York, Ste 600, Houston, TX 77040
# r Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 248677
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 01/10/2006
Coppell TX 75019
Report Date: 01/13/2006
Project: East Sandy Lake Road � *a
ST 93 -01 ,,` 2 6)
Services: Perform In 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: 571 Current: 2564
Test Mode: DT Previous: 578 Previous: 2572
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
1 I 111,
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pcf) (% max)
Wall backfill
1 Sandy Lake Road, Station 42 +50, elevation 6" 1 16.4 130.6 112.2 99
448.5, 40th lift
Wall backfill
2 Sandy Lake Road, Station 43 +10, elevation 6" 1 16.5 130.0 111.6 99
448.5, 43rd lift
Wall backfill
3 Sandy Lake Road, Station 44 +00, elevation 6" 1 14.3 122.8 107.4 95
448.5, 45th lift
Wall backfill
4 Sandy Lake Road, Station 42 +60, elevation 6" 1 16.1 129.8 111.8 99
449, 41st lift
Wall backfill
5 Sandy Lake Road, Station 43 +25, elevation 6" 1 14.3 128.8 112.7 100
449, 44th 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
07SS Page 1 of 2
t10 V..y..I CI t.. y
Report No.: 248677
Project No.: 059909 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pcf) (% max)
Wall backfill
6 Sandy Lake Road, Station 43 +90, elevation 6" 1 14.7 129.2 112.6 100
449, 42nd lift
Wall backfill
7 Sandy Lake Road, Station 42 +58, elevation 6" 1 17.4 127.6 108.7 96
449.5, 45th lift
Wall backfill
8 Sandy Lake Road, Station 43 +54, elevation 6" 1 15.6 128.7 111.3 98
449.5, 43rd lift
Wall backfill
9 Sandy Lake Road, Station 43 +87, elevation 6" 1 16.4 129.2 111.0 98
449.5, 41st lift
Test results on this report meet project specification.
1 i A rA; L .4,„, L , iffr
Technician: Julio Perez Started: 7:30am Finished: 5:30pm '.' ��
Report Distribution: , j , ir
(1) City of Coppell
(1) City of Coppell `" . 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.
07SS Page 2 of 2