ST9301-LR060612 Rone 8908 Ambassador Row, Dallas, TX 75247
c Engineering 4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 258096
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 06/05/2006
Coppell TX 75019 Report Date: 06/12/2006
Project: East Sandy Lake Road
ST 93 -01 Completion l N l7 (q 9 Z
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: 36438 Current: 702 Current: 2673
Test Mode: DT Previous: 717 Previous: 2764
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Brown Sandy Clay w/ Gravel 16.0 113.5 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)
Paving subgrade
1 Longmeade Drive, northbound lane, Station 6" 1 17.4 130.8 111.4 98
10 +50, final
Test results on this report meet project specification.
/ '
Technician: Chris Currier Started: 2:OOpm Finished: 3:45pm JA/ �
r '
i
Report Distribution: /:!/ � `
(1) City of Coppell ii , — —
(1) City of Coppell K. Scott Watson, AET
(I) Tiseo Paving Company Project 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
one Engineering 8908 Ambassador Row, Dallas, TX 75247
V 1 Engineering 4221 Freidrich Lane, Ste 195, Austin, TX 78744
i 7701 W Little York, Ste 600, Houston, TX 77040
; Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 257975
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 06/02/2006
Coppell TX 75019
Report Date: 06/12/2006
Project: East Sandy Lake Road , , 9 '> . 0 / 4.7
ST 93 -01 Completion W �` V
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 Gau Serial No: 35518 Current: 740 Current: 2537
Test Mode: DT Previous: 738 Previous: 2536
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
MID No. Description Moisture % Density pcf Moisture Density
1 Light Brown Clayey Sand w /Trace Limestone 10.0 117.5 Optimum +4 95 min
Fragments
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Backfill
1 60' from east end of south wall, 2nd lift 6" 1 11.6 126.1 113.0 96
Backfill
2 60' from west end of south wall, 2nd lift 6" 1 12.8 127.5 113.0 96
Test results on this report meet project specification.
Technician: Joe Jernigan Started: 3:15pm Finished: 4:45pm i��
Report Distribution: , /T�P - , i
(1) City of Coppell [
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving Company Project 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