ST0301A-LR100915 Consulting Engineering * Geotechnical Engineering * Construction Materials
fILLIfIICE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEOTECHt1ICAL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROW
Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/09/2010
Report Date: 09/15/2010 Sampled By: Wingerd, Pierce
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Bethel Road Westbound Lane Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: Lime Depth Verification LAB NO: 90174 -1
Test Method: See Below
TEST RESULTS Report No: 90174 -1
Page 1 of 1
A field representative for Alliance Geotechnical Group checked the dept • ime treatment of the subgrade after
compaction. Depth measurements were performed using a phenolpht' - - - or o veri . . - e w - -.ject
specifications that require a minimum 8 in. compacted thickness. The test results follow.
Sample Depth,
No. Location in.
1 Bethel Road, station 49 +50, 5' N. of centerline, W.bound lane C 9.0
2 Bethel Road, station 51 +00, 5' N. of centerline, W.bound lane ` 8.75
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
(1 -ec copy) Alliance Geotechnical Group Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. p
•
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
1 -hc The City of Coppell Attn: Mr. Larry Davis
Robert P. Nance, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Consulting Engineering * Geotechnical Engineering * Construction Materials
fLLIfICE 3228 Halifax Street, Suite A, Dallas, Texas 75247
,{ GEOTECHrHcnL Phone: (972) 444 -8889 Fax: (972) GriOUr
Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/09/2010
Report Date: 09/15/2010 Sampled By: Wingerd, Pierce
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Bethel Road Westbound Lane Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 90174
Test Method: See Below
TEST RESULTS Report No: 90174
Page 1 of 1
Optimum Maximum
Proctor Moisture Dry Density
Proctor No Date ( %) (pcf) Color / Description
8386 08/27/2010 17.7 103.6 Cement Treated Brown Sandy Clay
Specification
Moisture Band
S.ecification No. 1 om.action, % Minimum i aximum
1 95% -2.0 4.0
/
Material:
Wet Moisture Dry Percent
Test Lift # / Density Content Density Proctor Spec. Moisture Proctor Pass
No. Depth Location (pcf) % (pcf) Number No. Deviation Density Fail
1 Final Bethel Road, station 49 +50, 5' N. of 122.4 20.6 101.5 8386 1 +2.9 98.0 Pass
centerline
2 Final Bethel Road, station 51 +00, 5' N. of 124.0 21.7 101.9 8386 1 +4.0 98.4 Pass
centerline
Gauge No.: 5669 Daily Standard Counts: 09/09/2010 DS: 3469 MS: 465
Test Methods: ASTM D6938 -07
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. Alliance Geotechnical Group
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
- A l , 1 -hc The City of Coppell Attn: Mr. Larry Davis drf
1
Robert P. Nance, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Consulting Engineering * Geotechnical Engineering * Construction Materials
4--p F1LLIFUICE 3228 Halifax Street, Suite A, Dallas, Texas 75247
a O I E0-1 1II I !L Phone: (972) 444 -8889 Fax: (972) 444 -8893
ci our
Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/10/2010
Report Date: 09/15/2010 Sampled By: Wingerd, Pierce
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Bethel Road - Westbound Lane Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 90173 -1
Test Method: See Below
TEST RESULTS Report No: 90173 -1
Page 1 of 1
Optimum Maximum
Proctor Moisture Dry Density
Proctor No Date ( %) (pcf) Color / Description
7827 06/23/2010 13.5 115.4 Crushed Aggregate
Specification .
Moisture a
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 .,_.4. Q —.,°.,
Material:
Wet Moisture Dry Percent
Test Lift # / Density Content Density Proctor Spec. Moisture Proctor Pass
No. Depth Location (pcf) % (pcf) Number No. Deviation Density Fail
1 Final Bethel Rd westbound lane 5' north of 130.5 14.4 114.1 7827 1 +0.9 98.9 Pass
Centerline - Station 47 +50
Gauge No.: 5669 Daily Standard Counts: 09/10/2010 DS: 3476 MS: 474
Test Methods: ASTM D6938 -07
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. Alliance Geotechnical Group
1 -ec JRJ Paving Attn: Mr. Marty Murphy i
1 -ec The City of Coppell Attn: Rhonda Adloo
1 -hc The City of Coppell Attn: Mr. Larry Davis der`r ■
Robert P. Nance, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.