ST0001-LR020723RoneEngineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
City of Coppcll
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Creekview Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 154428
Project No.: 015729
Date of Service: 07/16/2002
Report Date: 07/23/2002
PROJECT DATA
CONTRACTOR:
Test Methods:
No.
Infi'astmcture Services, Inc.
ASTM D-2922
ASTM D-3017
Standard Counts
Density
Current: 3090
Previous: 3049
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32685 Current: 670
Test Mode: DT
Previous: 635
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
Description Moisture % Density pcf Moisture Density
18.0 105.0 Optimum +5 95 min
Dark Brown Clay, trace calcareous nodules
FIELD DENSITY TESTS
TEST
NO
Technician: Joe Jemigan
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
(1) Schrlckcl, Rollins & Assoc., Inc.
PROBE
TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcf) (PC0 (% max)
Sidewalk Subgrade
Creekview sidewalk, Station 18+50 6" 1 19.7 124.0 103.6
Test results on this report meet project specification.
Started: 10:30a Finished: 12:00p RoneE~ ~
Clay S~ trk
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 eonirol. 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, Inc.
07DK Page 1 of 1
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630=9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
City of Coppell
Atto: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Creekview Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 154447
Project No.: 015729
Date of Service: 07/16/2002
Report Date: 07/23/2002
PROJECT DATA
CONTRACTOR:
Test Methods:
MID No.
Infrastructure Services, Inc.
ASTM D-2922
ASTM D-3017
Description
Gauge: Troxler 3430
Moisture
Gauge Serial No: 32685 Current: 670
Test Mode: BS/DT
Previous: 635
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Recycled Concrete Material
16.5 111.0
2 Dark Brown Clay, trace calcareous nodules
18.0 105.0
Standard Counts
Density
Current: 3090
Previous: 3049
Project Requirements
Moisture Density
Optimum +5 95 min
Optimum +5 95 mia
FIELD DENSITY TESTS
TEST
NO
PROBE
TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (PC0 (% max)
RCM Subgrade
1 Center of apex #1, State Street 0" 1 17.9 128.0
Sidewalk Subgrade
2 Creekview sidewalk, Station 19+74 6" 2 19.0 121.5
Test results on this report meet project specification.
Started: 3:00pm
Finished: 5:00pm
Ron~~_
Project Manager
Technician: Joe Jernigan
Report Distribution:
(l) City of Coppell
(1) City of Coppell
(1) Infi'asmacmre Services, Inc. :
(1) Schriekel, Rollins & Assoc., Inc.
108.6 9~9978
102.1
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 written approval of Rone Engineers, Inc.
07DK Page 1 of 1