ST9902-LR130916Acct ID: 1770
Report Date: 09/16/2013
Project: West Sandy Lake Road
Location: Columns 3D, 3E, 3F
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C13 -0634 Date Sampled: 09/11/2013
Sampled By: Brandon Armas
By Order Of:
Order Number: 1770
Client: City of Coppell
REPORT. Reinforcing Steel Inspection LAB NO: 151317 -1
TEST RESULTS Report No: 151317 -1
Page 1 of 1
On the basis of our visual inspection, the reinforcing steel placement meets the requirements of the project plans and
specifications.
• Columns: 3D, 3E, 3F
Details Referenced: Sheet 71 Detail A. 36 inch diameter driled shaft for Bents 2 and 3.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, CME Department 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.
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Acct ID: 1770
Report Date: 09/16/2013
Project: West Sandy Lake Road
Location: Reinforcing Steel Inspection
Client: City of Coppell
REPORT: Reinforcing Steel Inspection
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C13 -0634
Date Sampled: 09/11/2013
Sampled By: Brandon Armas
By Order Of:
Order Number: 1770
LAB NO: 151317 -2
TEST RESULTS Report No: 151317 -2
Page 1 of 1
On the basis of our visual inspection, the reinforcing steel placement meets the requirements of the project plans and
specifications.
• Abutment #4
Details Referenced: Sheet 75
Detail C Abutment Cap, Typical Section
Detail B Elevation Abutment #4 Stage 2 looking southeast
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, CME Department 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.
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GROUP
Acct ID: 1770
Report Date: 09/16/2013
Project: West Sandy Lake Road
Location: Bent #2
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C13 -0634
Date Sampled: 09/13/2013
Sampled By: Brandon Armas
By Order Of:
Order Number: 1770
Client: City of Coppell
REPORT: Reinforcing Steel Inspection LAB NO: 151320 -1
TEST RESULTS Report No: 151320 -1
Page 1 of 1
On the basis of our visual inspection, the reinforcing steel placement meets the requirements of the project plans and
specifications.
Other: Bent #2
DRAWING DATE: 8 -27 -13 DATE: 9 -13 -13
DETAILS REFERENCED: Sheet 78, Detail B elevation bents 2 and 3, Phase 1 looking southeast
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakar , CME Department Manager
THIS REPORTAPPLIES 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.