ST9301-LR060331 p. H w y i n [ �r i ny 8908 Ambassador Row, Dallas, TX 75247
r 1 Engine 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.: 253279
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 03/27/2006
Coppell TX 75019
Report Date: 03/31/2006
Project: East Sandy Lake Road
ST 93 -01 Completion la) 4 on
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: 571 Current: 2541
Test Mode: DT
Previous: 577 Previous: 2547
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
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pci) (% max)
Roadway
1 Sandy Lake Road, westbound, Station 6" 1 15.8 129.3 111.7 99
59 +00, 4th lift
Roadway
2 Sandy Lake Road, westbound, Station 6" 1 14.5 129.3 112.9 100
62 +00, 4th lift
Test results on this report meet project specification.
Ae
s, 4/ /
Technician: Julio Perez ,,.
Started: 11:30a Finishe 2:00pm �. . ,
Report Distribution: 1%
(1) City of Coppell l
(1) City of Coppell K. 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 1 of 1
r ! 1 Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort worth, TX 7611.8
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 253197
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 03/24/2006
Coppell TX 75019 Report Date: 03/31/2006
Project: East Sandy Lake Road
ST 93 -01 Completion t1`t)4- (D (Q'
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 h'
ASTM D -3017 Gauge Serial No: 33438 Current: 577 Current: 2547
Test Mode: DT Previous: 570 Previous: 2546
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
11 h
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pct) (% max)
Roadway
1 Eastbound, Sandy Lake Road, Station 6" 1 15.2 127.9 111.0 98
59 +50, 2nd lift
Roadway
2 Eastbound, Sandy Lake Road, Station 6" 1 16.2 127.7 109.9 97
62 +50, 2nd lift
Roadway
3 Eastbound, Sandy Lake Road, Station 6" 1 15.7 128.4 111.0 98
60 +00, 3rd lift
Roadway
4 Eastbound, Sandy Lake Road, Station 6" 1 15.4 128.6 111.4 99
63 +00, 3rd lift
Test results on this report meet project specification.
Technician: Julio Perez Started: p p 3:00 m Finished: 5:30 m ��"��•� ' 1 ' fir
Report Distribution: rlii i
(1) City of Coppell
(1) City of Coppell K. 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 1 of 1
Rone 3908 Ambassador Row, Dallas, TX 75247
Engineering 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.: 253128
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 03/24/2006
Coppell TX 75019
Report Date: 03/31/2006
Project: East Sandy Lake Road
ST 93-01 Completion � fey •
Services: Perform In -Place Density Test in accordance with ASTM Standards.
ton
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Gauge: Troxler 3430
Test Methods: M oisture Density
ASTM D -2922 h'
ASTM D -3017 Gauge Serial No: 33438 Current: 577 Current: 2547
Test Mode: DT Previous: 570 Previous: 2546
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
117JD No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 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)
Roadway
1 Sandy Lake Road, Station 59 +00, 1st lift 6" 1 15.8 130.6 112.8 100
Roadway
2 Sandy Lake Road, Station 63 +00, 1st lift 6" 1 16.0 131.1 113.0 100
Test results on this report meet project specification.
10 i
`t, _ ie,'ng
Technician: Julio Perez Started: 9:00am Finished: 10:45a i
Report Distribution: v�, i
(1 City of Coppell '
(1) City of Coppell K. 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 1 of 1