ST0502B- LR160223HLLIWYCE
GEOTECHNICML
CROUP
Acct ID: 1770
Report Date: 02/23/2016
Project: Freeport Parkway North
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: C15-0812
Date Sampled: 02/18/2016
Sampled By: John Maumalanga
By Order Of: Walter
Order Number: 1770
LAB NO: 204185-1
TEST RESULTS Report No: 204185-1
Page 1 of 1
We visually inspected the reinforcing steel for wall and footings. 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.
Date: 2/18/2016
• Details Referenced: Sheet 37, Station 2+36.20
#8 panel, refer to 18' wall.
Verticals Al -A4, #6's, #7's, #8's at 15" OC.
U Bar @ 15" OC (#9's).
C Bar 10" OC, B Bar #5's @ 15" OC, T Bar #5's @ 12" OC.
• Remarks: Reinforcing steel was found to be in compliance with project specifications.
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,