ST0001-LR011220Ro gineers
Client:
City of Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Project:
Services:
Creekview Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
8908 Ambassador Row
Dallas, Texas 752474510
(214) 630-9745
(214) 63o-9010 (fax)
IN-PLACE DENSITY TESTING
Report No.: 139829
Project No.: 015729
Date of Service: 12/07/2001
Report Date: 12/20/2001
PROJECT DATA
CONTRACTOR:
Test Methods:
M/D No.
Infrastructure Services, Inc.
ASTM D-2922
ASTM D-3017
Description
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32685 Current: 570
Test Mode: DT Previous: 638
MOISTURE DENSITY RELATIONS
Dark Brown Clay, trace calcareous nodules
Moisture % Density pcf
18.0
Standard Counts
Density
Current: 3035
Previous: 3009
Project Requirements
Moisture Density
105.0 Optimum +5
95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
Road Fill
Creekview, fight of centerline, Station
3+00, 5th lift
Road Fill
Creekview, fight of centerline, Station
M/D MOISTURE WET DENSlTY DRY DENSITY
No. (%) (pc0 (pc0
2
Tests approved by City Inspector, Larry Davis.
6" 1 23.6* 129.9 105.1
6" 1 22.4 127.4 104.1
3+00, 6th lift
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Started: 9:00am Finished: 1 l:00a R°ne~/7
(1) City of Coppell
(1) Schrickel, Rollins & Assoc., Inc.
Project
Technician: Joe Jemigan
Report Distribution:
(i) City of Coppell
(1) City of Coppell
(1) City of Coppell
(1) infrast~ctum Services, Inc.
DENSITY
(% max)
100
9
'k
LIMITATIONS: The test results presented herein were ~ed based upon the specific samples pro i ed for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature o f similar subject matter provided by persons or conditions over which we have no contxol. 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
RoneEngineers
Client: City of Coppell
ARa: Ms. Susan Ta~ering Dept
PO Box 478_~'''~ ~
Se~en is ty Test in accordance with ^STM Standards.
PROJECT DATA
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Report No.: 139663
Project No.: 015729
Date of Service: 12/06/2001
Report Date: 12/20/2001
CONTRACTOR: Infrastructure Services, Inc.
Test Methods: ASTM ~-2922
ASTM D-3017
M/DNo. De~ripfion
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32685 Current: 638
Test Mode: DT Previous: 643
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
1 Dark Brown Clay, trace calcareous nodules
Standard Counts
Density
Current: 3009
Previous: 3017
Project Requirements
Moisture Density
18.0 105.0 Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
MID MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pro (lOCi) (% max)
Started: 4:30pm Finished: 6:00pm
(1) City of Coppell
(1) Scini=kel, Rollins &Assoc., Inc.
Technician: Joe Jemigan
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infiastmcturc Services, Inc.
.f
Paving Subgrade
1 Creekview Drive, leR of centerline, 1st lift 6" 1 20.9 127.7 105.6 101
Paving Subgrade
2 Creekview Drive, left of centerline, 2nd lift 6" 1 23.3* 127.2 103.2 9198
Paving Subgrade
3 Creekview Drive, left of centerline, 3rd lift 6" I 21.1 121.2 100.1 95
Paving Subgrade
4 Creekview Drive, left of centerline, 4th lift 6" 1 20.4 123.9 102.9
An asterisk (*) appears next to test results which do NOT meet the project specifications.
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 fifll without the written approval of Rone Engineers, Inc.
07DK Page 1 of 1
.oneEn g
Client:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Project:
Services:
Creekview Drive and
Freeport Parkway
Coppell, TX
Pa'form In=Place Density Test in accordance with ASTM Standards.
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 63O-9745
(214) 630=9819 (fax)
IN-PLACE DENSITY TESTING
Report No.: 139733
Project No.: 015729
Date of Service: 12/07/2001
Report Date: 12/20/2001
PROJECT DATA
CONTRACTOR: Infrasa'ucturc Services, Inc.
Test Methods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 32685
Te~t Mode: DT
Moisture
Current: 570
Previous: 638
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 3035
Previous: 3009
Project Requirements
Moisture Density
1 Dark Brown Clay, trace calcareous nodules
18.0 105.0 Optimum +5 95 rain
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
Road Fill
Creekview Drive, Station 3+00 at
centerline, 7th lift
Road Fill
Technician: Joe Jemigan
Report Distribution:
(1) City of Coppell
(1) City of Copp¢ll
(I) City of Coppell
(1) Infrastructure Services, he,
PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (pcO (pcO (% max)
6" 1 21.1 126.1 104.1 9/99
106.8
2 Creekview Drive, Station 3+00 at 6" 1 23.5* 131.9
centerline, 8th lift
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Tests approved per City Inspector, Larry Davis.
Started: 3:00pm Finished: 4:30pm
(I) City of Coppell
(1) Schrickcl, Rollins & Assoc., Inc. k~' ~ , Stark
P~ ect Manager
LIMITATIONS: Thc 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 arc for the exclusive use of the clients to whom they arc addressed and shall not be reproduced except in fi~ll without thc written approval of Rone Engineers, Inc.
07DK Page I of I