ST9301-LR060424 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.: 254743
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 04/18/2006
Coppell TX 75019 Report Date: 04/24/2006
Project: East Sandy Lake Road
ST 93 -01 Completion
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Gauge: Troxler 3430
est Methods:
ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 33438 Current: 581 Current: 2555
Test Mode: DT Previous: 585 Previous: 2559
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
E 1 1 6. _
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pci) (% max)
Road subgrade
1 Center lane, eastbound, Sandy Lake Road, 6" 1 15.3 124.8 108.2 96
Station 29 +20, 4th lift
Road subgrade
2 Center lane, eastbound, Sandy Lake Road, 6" 1 15.2 130.4 113.2 100
Station 30 +20, 4th lift
Test results on this report meet project specification. d e
Ale
•_i t ' A1 ' is Technician: Jul10 Perez Started: 1:30pm Finished: 3:30ptn � Report Distribution: J/�� / ,
(1) City of Coppell J ! r ��
(1) City ofCoppell . 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.
a7TM Page 1 of 1
k'one Engineering i p 8908 Ambassador Row, Dallas, TX 75247
( i 2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
i ' WM Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 254675
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478
Coppell TX 75019 Date of Service: 04/17/2006
Report Date: 04/24/2006
Project: East Sandy Lake Road qq
ST 93 -01 Completion �i(,UI
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: 35518 Current: 744 Current: 2565
Test Mode: DT Previous: 738 Previous: 2571
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
D 1 L - T
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Fill
1 Sandy Lake Road, eastbound lane, Station 6" 1 15.9 129.3 111.6 99
30 +00, centerline, 3rd lift
Fill
2 Sandy Lake Road, eastbound lane, Station 6" 1 17.2 129.1 110.2 98
28 +60, centerline, 1st lift
Fill
3 Sandy Lake Road, eastbound lane, Station 6" 1 16.0 128.9 111.1 98
28 +60, centerline, 2nd lift
Test results on this report meet project specification.
7 � ! '
Technician: Joe Jernigan Started: 1:OOpm Finished: 2:45pm � ��'i'. ��
Report Distribution: i4 � 7
(I) City of Coppell 4 i _t A A i
(1) City of Coppell . Scott atson, 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.
07SS Page 1 of 1
Engineering
i s 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
REPORT OF IN -PLACE DENSITY CANCELLATION
Client: City of Coppell Report No.: 254587
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 04/14/2006
Coppell TX 75019 Report Date: 04/24/2006
Project: East Sandy Lake Road
ST 93 -01 Completion i■04
Services: In -Place Density Cancellation
Report of Cancellation
On this date a Rone Engineering Services, Ltd. representative arrived on site as
scheduled. Upon arrival, our representative was informed that testing /inspection
was cancelled for the day.
Technician Time: 1:OOpm — 2:30pm
Rone Engineering
Technician: Ken Brimingham
Report Distribution: 4,e-Acx-,4 (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.
99TM Pate 1 of 1