ST0001-LR020801 (2)I�eEngneers
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 155235
Attn: Ms. Susan Taylor - Engineering Dept Project No.: 015729
PO Box 478 Date of Service: 07/25/2002
Coppell TX 75019 Report Date: 08/01/2002
Project: Creekview Drive and>
Freeport Parkway
Coppell, TX
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT D ATA
CONTRACTOR: Infrastructure Services, Inc. Standard Counts
Teat Methods: ASTM D -2922 Gauge: Troxler 3430 Moisture Density
ASTM D -3017 Gauge Serial No: 32685 Current: 630 Current: 3012
Test Mode: DT
Previous: 674 Previous: 3056
MOISTURE DENSITY RELATIONS
Maximum
MID No, Description Moisture % Density pcf
1 Dark Brown Clay, trace calcareous nodules 18.0 105.0
FIELD DENSITY TESTS
Project Requirements
Moisture Density
Optimum +5 95 min
F i le g -/ 5 •
8908 Ambassador Row
Dallas, Texas 752474510
(214) 630 -9745
(214) 630 -9819 (fax)
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composit ion, 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
PROBE M/D
MOISTURE WET DENSITY DRY DENSITY
DENSITY
TEST
NO TEST LOCATION
DEPTH No.
( %) (pet) (pcf)
(% max)
Sidewalk Subgrade
6" 1
19.2 119
95
I Creekview at Station 26 +00
Sidewalk Subgrade
6" 1
21.1 125
99
2 Creekview at Station 28 +00
Test
results on this report meet project specification.
Rone
Technician Joe Jemigan
Started: 7:00am Finished:
7:30am
Report Distribution:
(1) City of Coppell
(1) City of Coppell
Project Manager
(1) Inilmsnncture Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
F i le g -/ 5 •
8908 Ambassador Row
Dallas, Texas 752474510
(214) 630 -9745
(214) 630 -9819 (fax)
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composit ion, 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