ST9301-LR050630 i ° 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 236696
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 06/24/2005
Coppell TX 75019 Report Date: 06/30/2005
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
Test Methods: Gauge: Troxler 3430 Moisture Density
ASTM D - 2922
ASTM D -3017 Gauge Serial No: 35518 Current: 742 Current: 2730
Test Mode: DT Previous: 740 Previous: 2736
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Sandy Silty Clay 12.5 116.5 Optimum +5 95 min
1 16,,, I -
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pcf) (% max)
Fill
1 Westbound lane, Station 0 +55, centerline 6" 1 13.0 130.0 115.0 99
left, 1st lift_
Ai / Test results on this report meet project specification.
Ro /
g
Tec hnician: Joe Jernigan Started: 2:30pm Finished: 4:OOpm
Report Distribution:
(1) City of Coppell —
(1 )City of Coppell Clay Stark
(1) Tiseo Paving 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
07TH Page 1 of 1
8908 Ambassador Row, Dallas, TX 75247
2 696 Gravel Drive, Fort Worth, TX 76118
Q t+ 6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 236634
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 06/24/2005
Coppell TX 75019
Report Date: 06/30/2005
Project: East Sandy Lake Road
ST 93 -01 rt _ GI°
Services: Perform In -Place Density Test in accordance with ASTM Standards. 7f
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Gauge: Troxler 3430
Test Methods: ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 35518 Current: 742 Current: 2730
Test Mode: DT Previous: 740 Previous: 2736
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Sandy Silty Clay 12.5 116.5 Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Fill
1 Westbound lane, Station 0 +25, 1st lift 6" 1 13.2 128.3 113.3 97
Test results on this report meet project specification.
Technician: Joe Jernigan Started: 8:OOam Finished: 9:15am
Roy `��t• � g
Report Distribution:
(1) City of Coppell /i
(1) City of Coppell 'Flay Stark
(I) Tiseo Paving roject 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
ADne Engineering
` 8908 Ambassador Row, Dallas, TX 75247
=6 - 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
REPORT OF IN -PLACE DENSITY CANCELLATION
Client: City of Coppell Report No.: 237045
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 06/30/2005
Coppell TX 75019 Report Date: 06/30/2005
Project: East Sandy Lake Road
ST 93-01 7_,C) NC:
Services: In -Place Density Cancellation
Report of Cancellation
On this date a Rone Engineers, Ltd. representative arrived on site as scheduled.
Upon arrival, our representative was informed that testing /inspection was
cancelled for the day.
Technician Time: 2:15pm — 3:30pm
Rone Engineering
Technician: Jason Bartholomew � .
Report Distribution: ;- /26
(1) City of Coppell
O tY PP el
(1) City of copper Clay Stark
(1) Tiseo Paving 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.
49SS Pate 1 of 1
° 8908 Ambassador Row, Dallas, TX 15247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Y " , Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 237015
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 06/30/2005
Coppell TX 75019 Report Date: 06/30/2005
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
Test Methods: Gauge: Troxler 3411 -B Moisture Density
ASTM D -2922
ASTM D -3017 Gauge Serial No: 4645 Current: 576 Current: 1688
Test Mode: DT Previous: 569 Previous: 1663
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Sandy Silty Clay 12.5 116.5 Optimum +5 95 min
1 1
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Embankment
1 Sandy Lake Drive embankment, Station 6" 1 14.8 129.6 112.9 97
28 +00, 2nd lift
Embankment
2 Sandy Lake Drive embankment, Station 6" 1 15.2 129.1 112.1 96
33 +50, 1st lift
Test results on this report meet project specification.
R,e ; eri Technician: Jason Bartholomew Started: 10:30a Finished: 12:15p
Report Distribution: NI 1 r
(1) City of Coppell
(1) City of Coppell CIF y Stark
(1) Tiseo Paving 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