ST0502B- LR151207 (3)ALLIWYCE
GEOTECHNICML
GRCUF
Acct ID: 1770
Report Date: 12/07/2015
Project: Freeport Parkway North
Location: Rebar 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: C15-0812
Date Sampled: 12/04/2015
Sampled By: Eli Avila
By Order Of: Walter
Order Number: 1770
LAB NO: 198708-1
TEST RESULTS Report No: 198708-1
Page 1 of 1
We visually inspected the reinforcing steel of traffic signal pier. Our inspection included verifying the proper size of the
reinforcing steel including diameter, length, bends and anchorage, and the grade and the location of the bars including
spacing and cover. We also verified proper splicing, checked stability of tying, and checked the reinforcing steel for
excessive rust deposits.
Other: Traffic signal Pier #P-4, 10-#8's at w/#3 stirrups at 12" OC
Type one (36" diameter)
• Drawing Date: 1/25/2015
• Details Referenced: Sheets #88 - #92
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SET, 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.
RLLIf11'ICE
CtEOTKHYICRL
GROUP
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct ID:
1770 File No: C15-0812
Date Sampled: 12/04/2015
Report Date: 12/07/2015
Sampled By: Eli Avila
Project:
Freeport Parkway North
By Order Of: Walter
Location:
Rebar Inspection
Order Number: 1770
Client:
City of Coppell
REPORT.
Reinforcing Steel Inspection
LAB NO: 198708-2
TEST RESULTS Report No: 198708-2
Page 1 of 1
We visually inspected the reinforcing steel on the retaining wall. Our inspection included verifying the proper size of the
reinforcing steel including diameter, length, bends and anchorage, and the grade and the location of the bars including
spacing and cover. We also verified proper splicing, checked stability of tying, and checked the reinforcing steel for
excessive rust deposits.
Wall: Retaining wall B at Station 0+00 to 0+63. U bars at 15" OC w/#5's vertical and horizontal. Type one.
• Drawing Date: 1/23/2015
• Details Referenced: Page 2 general notes and Pages 35 and 37.
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, 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.