MA0405-LR050701 one Engineering
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
Ms. Suzan Taylor, Engineering Dept
PO Box 9478
Coppell TX 75019
Project: Brick Paver Replacement
MA 04-05
Report No.: 236784
Project No.: 0510346
Date of Service: 06/27/2005
Report Date: 07/01/2005
Services: Perform In-Place Density Test in accordance with ASTM Standards.
CONTRACTOR: Pavement Services
Test Methods: ASTM D-2922
ASTM D-3017
PROJECT DATA
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32719 Current: 636
Test Mode: BS Previous: 640
Standard Counts
Density
Current: 2793
Previous: 2744
M/D No.
Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Recycled crashed concrete w/Clayey Sand
Project Requirements
Moisture Density
12.5 117.0 -2/+2 95 rain
FIELD DENSITY TESTS
TEST
NO
TEST LOCATION
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (poi) (% max)
Pavement subgrade
1 MacArthur Road north apron at South
Village, center of median
Pavement subgrade
2 Mac.Arthur Road south apron at South
Village, center of median
Technician: Bobby Robinson
Report Distribution:
(i) City of Coppell
(I) City of Coppell
0" 1 12.7 130.9 116.1 99
0" 1 14.3 133.1 116.4 99
Test results on this report meet project specification.
Ro
Started: 10:45a Finished: 11:45a
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, etc.) or any other feature of similar subject rentier 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
{one Engineering
Client:
City of Coppell
Ms. Suzan Taylor, Engineerkng Dept
PO Box 9478
Coppell TX 75019
Project: Brick Paver Replacement
MA 04-05
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, St¢. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
REPORT OF CYLINDER COLLECTION
Report No.: 237052
Project No.: 0510346
DateofService: 06/30/2005
Report Date: 07/01/2005
Services: Cylinder Collection
Report of Collection
On this date, a Rone Engineering Services, Ltd. representative(s) arrived on site
as scheduled to pick up compressive strength test specimen cast prior to this
date.
Technician time: 3:45pm - 5:00pm
Technician: Ken Brimingham
Report Distribution:
(1) City of Coppell
(i) City of Coppell
Rone Engineering
Clay Stark
Project Manager
· * ' ' . We assume no responsibility for variation in quality
LIMITATIONS: The test results presented hereto were prepared based upon the spemfic samples prowded for testing
(composition, appearance, etc.) or any other feature of simtlar subject matter provided by persons or conditions over which we have no contro. Our etters 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 v~itten approval of Rone Engineering Services, Ltd.
ooee Page 1 of I
Rone
neerln,
Client:
City o£ Coppell
Ms. Suzan Taylor, Engineering Dept
PO Box 9478
Coppell TX 75019
Project: Brick Paver Replacement
MA 04-05
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
REPORT OF CYLINDER COLLECTION
Report No.: 236715
Project No.: 0510346
Date of Service: 06/25/2005
Report Date: 07/01/2005
Services: Cylinder Collection
Report of Cylinder Collection
On this date, a Rone Engineers, Ltd. representative arrived on site as scheduled
to pick up compressive strength test specimen cast prior to this date.
Page 1 of 1
Technician: Jan-od Miller
Report Distribution:
(1) City of Coppell
(1) city of Coppell
Rone Engineering
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, etc.) or any other featare 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 P. one Engineering Services, Ltd.
Pace 1 of 1