ST0301A-LR100920 (2) - , ...... . Consulting Engineering * Geotechnical Engineering * Construction Materials
4,,,_ fLLt1f10E 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEOTECHrJCPIL Phone: (972) 444 -8889 Fax: (972) 444 -8893
Gow
Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/14/2010
Report Date: 09/20/2010 Sampled By: Homer Gonzalez
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Bridge Approach Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 90323 -1
Test Method: See Below
TEST RESULTS Report No: 90323 -1
Page 1 of 1
Optimum Maximum
Proctor Moisture Dry Density
Proctor No Date ( %) (pcf) Color / Description
7826 06/23/2010 16.6 111.9 Light Gray and Dark Brown Clay
7829 06/23/2010 18.0 106.0 Reddish Brown & Yellow Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
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 SG W. side bridge approach, W.bound 110.6 18.4 93.4 7826 1 +1.8 83.5 Fail
lane
2 SG W. side of bridge approach, E.bound 111.9 16.2 96.3 7829 1 -1.8 90.8 Fail
lane
3 SG Retest of Test #1, above 128.6 15.1 111.7 7826 1 -1.5 99.8 Pass
4 SG Retest of Test #2, above 122.4 16.7 104.9 7829 1 -1.3 99.0 Pass
Gauge No.: 1525 Daily Standard Counts: 09/14/2010 DS: 2556 MS: 460
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- eccopy) Alliance Geotechnical Group
1 -ec Freese & Nichols, Inc. Attn B. Caleb Thornhill, P.E.
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 / j
,. _,.
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 Enginee * Construct Materials
4 fILL 3228 Halifax Street, Suite ring A, Dallas, Texas ion 75247
GEOTECHtIICFL Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/15/2010
Report Date: 09/20/2010 Sampled By: Wingerd, Pierce
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Eastbound Bethel Road Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 90418
Test Method: See Below
TEST RESULTS Report No: 90418 ,.
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 Band
Specification No. Compaction, % Minimum Maximum
1 95% -2.0 4.0
Material:
Wet Moisture Dry ' �C
Test Lift # / Density Content Density Proctor Spec. Moistur- Proctor Pa•
No. Depth Location (pcf) % (pcf) Number No. Devia on Density Fai
1 Final E.bound Bethel Rd, left lane, station 126.6 17.1 108.1 7827 1 + .6 93.7 Fa
49 +00, 5' S. of centerline . f
o
Gauge No.: 5669 Daily Standard Counts: 09/15/2010 DS: 3475 MS: 471
Test Methods: ASTM D6938 -
1
4i
fi
o
( p
(
Charge The City of Coppell Attn Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P . Respect y Sub fitted,
(1- eccopy) Alliance Acto nical Group
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E.
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 r 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.
øáðìäì
êðæåäçô
çêöåêç
øåô
éôöðóðöøåðêë
ðëðìäì
øáðìäì
ôå
êðæåäçôçà ôçöôëå
êëåôëå
êðæåäçô çêöåêç øææ
ôæå çêöåêç
ôãðøåðêëôëæðåàøðí
äì÷ôç
êöøåðêë
ðëøí øææ
ðëøí øææ