ST0001-LR020207 (2)Ro gineers
6T ooo g
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630=9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Creek'view Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 142671
Project No.: 015729
Date of Service: 01/28/2002
Report Date: 02/07/2002
PROJECT DATA
Test Methods:
CONTRACTOR: Infrastructure Services, Inc.
Gauge: Troxler 3430 Moisture
ASTM D-2922
ASTM D-3017 Gauge Serial No: 32685 Current: 637
Test Mode: DT Previous: 640
MOISTURE DENSITY RELATIONS
Maximum
M/D No. Description Moisture % Density peg
1 18.0 105.0
Dark Brown Clay, trace calcareous nodules
2 Dark Brown, Gray and Tan Clay
25.5 94.5
Standard Coun~
Density
Current: 3031
Previous: 3083
Project Requirements
Moislure Density
Optimum +5 95 min
Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
MID MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pc0 (% max)
Storm Drain
1 Creekview, Station 26+10, 4' below grade 6"
Storm Drain
2 Crcekview, Station 26+10, 3' below grade 6"
Storm Drain
3 Creckview, Station 26+10, 2' below grade 6"
Storm Drain
4 Creekview, Station 26+10, 1' below grade 6"
Technician: ,Joe Jemigan
Report Distribution:
(I) City of Coppell
(1) City of Coppell
(l) City of Coppell
(1) InEnstmcture Services, Inc.
2 27.7 117.4 91.9 97
2 27.2 116.9 91.9 97
2 28.6 117.2 97.! 96
2 29.2 118.0 91.3 97
Test results on this report meet project specification.
Started: 6:00am Finished: 8:30am
(1) City of Coppoll
(1) Schrink¢l, Rollins & Assoc., Inc.
C~(y 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, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no eontiol. Our letters and
repons 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 I
RoneEn gine ers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Creekvicw Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 142793
Project No.: 015729
Date of Service: 01/29/2002
Report Date: 02/07/2002
PROJECT DATA
CONTRACTOR: Infrastructure S~rvicc~, Inc.
Test Methods: ASTM D-2922
ASTM D-3017
Standard Counts
Density
Current: 319
Previous: 303
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32685 Current: 653
Test Mode: DT Previous: 637
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Dark Brown, Gray and Tan Clay 25.5 94.5 Optimum +5 95 mia
2 Dark Brown Clay, trace calcareous nodules 18.0 105.0 Optimum +5 95 mia
3 Dark Brown Clay, trace organics and gravel (Lime 22.5 96.5 Optimum +5 95 mia
treated)
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/n MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcO (gcO (% max)
Storm Drain
Creekview, Station 26+10, final 6" 1 29.4 117.6 90.9 96
Storm Drain
Creekview, Station 23+10, 3* below grade 6" 2 19.0 125.0 105.0 100
Storm Drain
Creekview, Station 23+10, 2' below grade 6" 2 21.6 121.7 100.1 95
Storm Drain
Creekview, Station 23+10, 1' below grade 6" 2 21.4 122.6 101.0 96
Storm Drain
LIMITATIONS: Thc test results prcscnted hamin 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 pe~ons or conditions over which we have no control. Our letters and
reports are for the exclusive usc of the clients to whom they an: addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Inc.
07OK Page 1 of 2
R.eporl, N?.: 142793 ROneEngineers
Project No.: 015729 Client: City of Coppell
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pc0 (% max)
5 Creekview, Station 23+10, final 6" 2 20.7
Paving Subgrade
6 Freeport, northbound lane, Station 37+20 6" 3 24.7
Paving Subgrade
7 Freeport, northbound lane, Station 35+60 6" 3 27.3
Paving Subgrade
8 Freeport, northbound lane, Station 33+60 6" 3 27.1
Test results on this report meet project specification.
Technician: JoeJemigan Started: ll:00a Finished: l:00pm Ro/7, fne/~t
Report Distribution:
(1) City of Coppell (1) City of Coppell
(1) City of Coppell (1) Schrlckel, Rollins & Assoc., Inc. '
(1) City of Coppoll Proj
(1) lnfras~xucture Servicez, Inc.
125.9 104.3 99
120.8 96.9 100
120.2 94.4 98
1 ! 8.5 93.2 97
Manager
LIMITATIONS: The test results presented herein were p~pared based upon thc specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performmnce, etc.) or any other feature of similar subject matter pwvided 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 2 of 2