ST0001-LR020422RoneEn gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(2141630-9819 (fax)
IN-PLACE DENSITY TESTING
Client: City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Projectl~
'~.l~Parkway
Coppell, TX
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
Report No.: 147799
Project No.: 015729
Date of Service: 04/16/2002
Report Date: 04/22/2002
CONTRACTOR: Infrastructure Services, Inc.
Test Methods: ASTM D-2922
ASTM D-3017
M/l) No. Description
Dark Brown Clay (Lime Treated)
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32685 Current: 678
Test Mode: DT Previous: 636
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
31.0 85.0
FIELD DENSITY TESTS
Standard Counts
Density
Current: 3132
Previous: 2997
Project Requirements
Moisture Density
Optimum +5 95 rain
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY
No. t%) (pc0 (pcf}
Paving Subgrade
I Creekview westbound lane, Station 1+00 6" 1 32.2
Paving Subgrade
2 Creekview eastbound lane, station 3+00 6" 1 34.9
Test results on this report meet project specification.
Technician: Joe Jernigan
Report Distribution:
(I) City of Coppell
(1) City of Coppell
Started: 9:00AM Finished: ll:00A
(1) City of Coppell
(1) Schrickel, Rollins & Assoc., Inc.
112.6 85.2
116.4 86.3
Project Manager
DENSITY
(% max)
I00
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided ~br testing. We assonle no responsibility for variation ~ 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 betters 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.
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8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
REPORT OF LIME DEPTH CHECKS
Client:
City of Coppell
Arm: Ms. Susan Taylor - Engineenng Dept
PO Box 478
Coppell TX 75109
Projeet: Creekview Drive and
Freeport Parkway
Coppell, TX
Services: Lime Depth Cheeks
Report No.: 147800
Project No.: 015729
Date of Service: 04/16/2002
Report Date: 04/22/2002
Report of Test
On this date, a Rone Engineers, Inc. representative was on site to perform
Lime Depth Checks on the following locations.
Location
Result
Creekview, Station 1+00
Creekview, Station 3+00
8.75"
Technician Time: See report #147799
Page 1 of 1
Technician: Joe Jemigan
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc. Project
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.
99DK 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
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Creekview Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 148002
Project No.: 015729
Date of Service: 04/18/2002
Report Date: 04/22/2002
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: 642
Test Mode: DT Prevlons: 636
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Dark Brown Clay (Lime Treated)
31.0 85.0
Standard Counts
Density
Current: 3008
Previous: 3019
Project Requirements
Moisture Density
Optimum +5 95 mia
FIELD DENSITY TESTS
TEST
NO
PROBE
TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc/) (PoD (% max)
Paving Subgrade
Westbound approach, main entrance, 6" 1 32.4
Wagon Wheel Park, middle
Test results on this report meet project specification.
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
Started: 9:30am
Finished: 1 l:30a
113.9 86.0 101
(1) City of Coppell
(1) Sckrickel, Rollins & Assoc., Inc.
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, 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
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
REPORT OF CYLINDER CANCELLATION
Client: City of Coppell
Attn: Ms. Susan~incering Dept
Servi~cellation
Report No.: 147709
Project No.: 015729
Date of Service: 04/15/2002
Report Date: 04/22/2002
Report of Cancellation
On this date a Rone Engineers, Inc. representative arrived on site as scheduled.
Upon arrival our representative was informed that testing/inspection was
cancelled for the day.
Technician Time:
Page 1 of 1
7:00 am to 8:00 am
Technician: Anthony Maldonado
Report Distribution:
(1) City of Coppell (1) City of Coppell
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.
99CM Page 1 of 1
R°neEngineers
Client:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Project: Creekview Drive and
Freeport Parkway
Coppell, TX
Services: Cylinder Collection
8908 Ambassador Row
Dallas, Texas 752474510
(214} 630-9745
(214) 630-9819 (fax)
REPORT OF CYLINDER COLLECTION
Report No.: 147306
Project No.: 015729
Date of Service: 04/06/2002
Report Date: 04/22/2002
Report of Collection
On this date, a Rone Engineers, Inc. representative arrived on site as scheduled
to pick up compressive strength test specimen cast prior to this date.
Technician Time:
Page 1 of 1
Technician: Cody Carroll
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
8:00 am to 10:00 am
(1) City of Coppcll
(1) Schrickel, Rollins & Assoc., Inc.
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, 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.
99CIM Pa£e 1 of 1