ST0202-LR040122ineers
(~) 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:
Project:
Services:
City of Coppell
Attn: Sttzan Taylor
PO Box 9478
Coppell TX 75019
Bethel School Road Reconstruct
Denton Tap to Heartz Road
ST 02-02
Perform In-Place Density Test in accordance with ASTM Slandards.
Report No.: 203328
Project No.: 038275
Date of Service: 01/09/2004
Report Date: 01/22/2004
PROJECT DATA
CONTRACTOR: Tisco Paving
Test Methods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 32685
Test Mode: BS
Moisture
Current: 641
Previous: 664
M/D No.
Description
Cement Treated Base
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 2908
Previous: 2958
Project Requiremenn
Moisture Density
11.0 120.0 Optimum +5 95 min
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSIIY
No. (%) (pcO (pcb (% max)
Paving Subgrade
1 Bethel School Road, westbound lane, 0" 1 12.9 135.6 120.1 100
Station 5+00
Paving Subgrade
2 Bethel School Road, westbound lane, 0" 1 12.8 132.1 117.1 98
Station 4+00
Paving Subgrade
3 Bethel School Road, westbound lane, 0" 1 13.0 131.3 116.2 97
Station 3+00
Paving Subgrade
4 Bethel School Road, westbound lane, 0" 1 13.7 132.8 116.8 97
Station 2+00
Test results on this report meet project specification.
Moisture density relationship provided by City of Coppell.
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, performance, 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 wriRen approval of Rone Engineers, Ltd.
07DF Page 1 of 2
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppell
(1) City of Coppell
Started: I:15PM
Finished: 3:00PM
ProJect Manager
Ro gineers
8908 Ambassador Row, Dallas, TX-75247
2696 Graval Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
City of Coppell
Arm: Suzan Taylor
PO Box 9478
Coppell TX 75019
Bethel School Road Reconstruct
Denton Tap to Heartz Road
ST 02-02
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 203313
Project No.: 038275
Date of Service: 01/09/2004
Report Date: 01/22/2004
PROJECT DATA
CONTRACTOR: Tisco Paving
Test Methods: ASTM D-2922
ASTM D-3017
M/D No.
Description
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32685 Current: 641
Test Mode: BS previous: 664
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current 2908
Previous: 2958
Project Requirements
Moisture Density
1 Cement Treated Base
11.0 120.0 Optimum +5 95 min
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
Paving Subgrade
1 Bethel School Road, westbound lane,
Station 12+00
Paving Subgrade
2 Bethel School Road, westbound lane,
Station 10+00
Paving Subgrade
3 Bethel School Road, westbound lane,
Station 9+00
Paving Subgrade
4 Bethel School Road, westbound lane,
Station 8+00
Paving Subgrade
5 Bethel School Road, westbound lane,
Station 7+00
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (per) (pcf) (% max)
0" 1 13.7 131.9 116.0 97
0" 1 12.7 132.1 117.2 98
0" 1 13.7 132.8 116.8 97
0" 1 13.0 131.3 116.2 97
0" 1 12.7 132.9 117.9 98
LIMITATIONS: The test results presented herein were prepared based upon the specific smnples provided for testing, We assume no responsibility for variation in quality
(composition, appearance, performance, ete.) 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 ~ad shall not be reproduced except in fulI withou/the written approval of Rone Engineers, Ltd.
07DF Page 1 of 2
Report No.: 203313 ~ RoneEnglneers
Project No.: 038275 l~l
Client: City of Coppell
TEST PROBE
NO TEST LOCATION DEPTH
MfD MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pcf) (% max)
Paving Subgrade
Bethel School Road, westbound lane, 0" 1 12.9 135.6 120.1
Station 6+00
Moisture density relationship provided by City of Coppell.
Test results on this report meet project specification.
Started: 9:00AM Finished: 10:45A Ro~~,Ltd.
(_//~ay Stark
100
Technician: Joe Jcmigan
Report Distribution:
(1) City of CoppelI
(1) City of Coppall
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, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our leners 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 Engineers, Ltd.
07DF Page 2 of 2
ineers
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:
Project:
Services:
City of Coppell
Attn: Suzan Taylor
PO Box 9478
Coppell TX 75019
Bethel School Road Reconstruct
Denton Tap to Heartz Road
ST 02-02
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 203236
Project No.: 038275
Date of Service: 01/08/2004
Report Date: 01/12/2004
PROJECT DATA
CONTRACTOR: Tisco Paving
Test Methods: ASTM D-2922
ASIM D-3017
M/D No. Description
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32685 Current: 664
Test Mode: DT Previous: 644
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 2958
Previous: 2929
Project Requirements
Moisture Density
1 Dark Brown and Tan Clay
17.0 108.5 Optimum +4 95 min
FIELD DENSITY TESTS
TEST LOCATION
TEST
NO
Paving Subgrade
Bethel School Road, westbound lane,
station 9+00, 1' below grade
Paving Subgrade
2 Bethel School Road, westbound lane,
station 10+00, 1' below grade
Paving Subgrade
3 Bethel School Road, westbound lane,
station 11+75, 1' below grade
Paving Subgrade
4 Bethel School Road, westbound lane,
station 5+85
Paving Subgrade
5 Bethel School Road, westbound lane,
station 4+50, 1' below grade
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pc0 (% max)
6" 1 24.3* 125.9 101.3 93 *
6" 1 23.0* 126.7 103.0 95
6" 1 21.9' 126.2 103.5 95
6" 1 27.6* 120.7 94.6 87 *
6" 1 24.0* 122.8 99.0 91 *
LIMITATIONS: Thc test results presented herein were prepared besed upon the specific samples provided for testing. We assmne no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our leaers 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 Engineers, Ltd.
07DF Page 1 of 2
Report No.: 203236
Project No.: 038275 Client: City of Coppell
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) Loci) (pcO (% max)
Paving Subgrade
6 Bethel School Road, westbound lane,
station 4+00, 1' below grade
Paving Subgrade
7 Bethel School Road, westbound lane,
6" 1 v~20.9 124.2 102.7 95
station 3+00, I' below grade
An asterisk (*) appears next to test results which do NOT meet the project
Started: 12:00P Finished: 2:00PM R~Ltd.
Technician: Joe Jemigan
Report Distribution:
(i) City of Coppell
(1) City of Coppell
6" 1 23.1' 126.7 102.9 95
Clay Stark
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, performance, ctc) 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 Engineers, Ltd.
07DF Page 2 of 2