ST0001-LR020419RoneEngineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
REPORT OF PULVERIZATION/GRADATION TESTING
Client:
ProjI
City of Coppell
Atto: Ms. Susan Taylor - Engineering Dept
PO Box 478
i109
Coppell, TX
Services: Pulverization/Gradation Testing
Report No.: 147290
Project No.: 015729
Date of Service: 04/06/2002
Report Date: 04/19/2002
Report of Test
On this date, a Rone Engineers, Inc. representative was on site to perform
Pulverization/Gradation Testing. The results are attached.
Technician Time:
Page 1 of 2
Technician: Chris Webber
Report Distribution:
(1) City of Ceppell
(1) City of Copp~ll
(1) City of Coppell
(1) InfxasWacture Service% Inc.
ll:15am - 12:15pm
(1) City of Coppell
(1) Schrickel, Rollins & Assoc., Inc.
Ron
Cla~Stark I
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.
99DK Page 1 of 1
Ro egineers
5~08 Ambassado~ Row
Dallas, Texas 75247
214.630.9745 FAX 214.630.9819
REPORT OF
GRADATIONS OF LIME TREATED SOILS
Client:
Project:
City of Coppell
Creekview Ddve and Freepod Parkway
Coppell, TX
Report No.: 147290
Project No.: 015729
Date of Service: 04/06/2002
Page 2 of 2
Specifications:
100% passing 1 3/4 sieve
60% passing ~4 sieve
Weight Pement Weight Pement
Sample Retained Passing Retained Passing
Location Weight 1 3/4" sieve 1 3/4" sieve ~4 sieve ff.4 sieve
1 Creekview at Station 3+00 10.0 0 100% 3.7 63.0%
2 Creekview at Station 3-~50 10.0 0 100% 4.0 60.0%
3
4
5
6
7
8
9
10
Additional Comments:
LIMITATIONS: The ~st results presented herein were prepared based upon the specific samplas provided for testing. We assume no
responsibility for variation in qualit~ (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by
persons or conditions over which we have no control. Our lettem and reports am for the exclusNe use of the clients to whom they am addmased.
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 6.30-9745
(214) 630-9819 (fax)
REPORT OF PULVERIZATION/GRADATION TESTING
Client:
City of Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Project: Creekview Drive and
Freeport Parkway
CoppeR, TX
Services: Pulverization/Gradation Testing
Report No.: 147419
Project No.: 015729
Date of Service: 04/10/2002
Report Date: 04/19/2002
Report of Test
On this date, a Rone Engineers, Inc. representative was on site to perform
Pulverization/Gradation Testing. The results are attached.
Technician Time:
Page 1 of 2
12:30pm - 2:30pm
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppell (1) City of Coppell C]
(1) City of coppell (1) Schrickel, Rollins & Assoc., Inc.
(1) City of Coppell Pro
(1) Infrastructure Services, Inc.
Stark
Manager
LIMITATIONS: The test results presented herein were prepam~ 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
RoneEn gineers
8908 Nabsssador Row
Dallas, r~(as 75247
214.630.9745 FAX 214.630.9819
REPORT OF
GRADATIONS OF LIME TREATED SOILS
Client:
Project:
City of Coppell
Creekview Drive and Freeport Parkway
Coppell, TX
Report No.: 147419
Project No.: 015729
Date of Service: 04/10/2002
Page 2 of 2
Specifications:
100% passing 1 3/4 sieve
60% passing ~.4 sieve
Weight Percent Weight Percent
Sample Retained Passing Retained Passing
Location Weight 1 3/4" sieve I 3/4" sieve ~ sieve ~-4 sieve
1 Creekview, Station 21+00 at centerline 10.0 0 100% 3.6 64.0%
2 Creekview, Station 23+00, right of centerline 10.0 0 100% 3.9 61.0%
3 Creekview, Station 25+00, left of centerline 10.0 0 100% 3.3 67.0%
4 Creekview, Station 27+00 at centerline 10.0 0 100% 3.5 65.0%
5
6
7
8
9
10
Additional Comments:
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing, We assume no
responsibility for variation in quality (compceition,: appearance, performance, etc.) or any ether feature of similar subject matter provided by
persons or conditions over which we have no control. Our lettem and reports ara for the exclusive use of the clients to whom they are addressed.
RoneEng!neers
8908 Ambassndor Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
REPORT OF PULVERIZATION/GRADATION TESTING
Client:
Project:
Services:
City of Coppell
Atln: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Creekview Drive and
Freeport Parkway
Coppell, TX
Pulverization/Gradation Testing
Report No.: 147361
Project No.: 015729
Date of Service: 04/09/2002
Report Date: 04/19/2002
Report of Test
On this date, a Rone Engineers, Inc. representative was on site to perform
Pulverization/Gradation Testing. The results are attached.
Technician Time:
Page i of 2
12:30pm - 3:00pm
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppell (1) City of Coppell
(1) City of Coppell (1) Schrickel, Rollins & Assoc., Inc.
(1) City of Coppell Pr(
(1) Infrastructure Services, Inc.
ay Stark
ect 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 m 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
Ro gineers
8o~8 Ambassador Row
Dallas, Texas 75247
214,630.9745 FAX 214.630.9819
REPORT OF
GRADATIONS OF LIME TREATED SOILS
Client:
Project:
City of Coppell
Creekview Drive and Freeport Parkway
Coppell, TX
Report No.: 147361
Project No.: 015729
Date of Service: 04/09/2002
Page 2 of 2
Specifications:
100% passing 1 3/4 sieve
60% passing ~4 sieve
Weight Percent Weight Pement
Sample Retained Passing Retained Passing
Location Weight 1 3/4" sieve I 3/4" sieve ~ sieve , ¢f-4 sieve
!
1 Creekview at centedine, Station 9+00 10.0 0 100% 3.8 ~ 62.0%
2 Creekview, fight of centefline, Station 11+00 10.0 0 100% 4.0~r 60.0%
3 Creekview, left of centerline, Station 13+00 10.0 0 100% 3.5 65.0%
4 Creekview at centerline, Station 15+00 10.0 0 100% 3.7 53.0%
5 Creekview, dght ofcenterline, Station 17+00 10.0 0 100% 4.0 ~ 60.0%
6 Creekview, left of centedine, Station 19+00 10.0 0 100% 4.0~,, 60.0%
7
8
9
10
Additional Comments:
LIMrTATIONS: The test results presented heroin were prepared based upon the spedflc samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, performance, eh:.) or any other feature of similar subject metier provided by
persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients fo whom they ara addressed.