ST0502B- LR160211RLuAnce
GGEOTECHnICRL
GIiOVP
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
Report Date: 02/11/2016 Previously Reported: 02/10/2016
Project: Freeport Parkway North
Location: Reinforcing Steel Inspection
Client: City of Coppell
REPORT: Reinforcing Steel Inspection
Date Sampled: 02/08/2016
Sampled By: John Maumalanga
By Order Of: Walter
Order Number: 1770
LAB NO: 203246-1
TEST RESULTS Report No: 203246-1
Page 1 of 1
We visually inspected the reinforcing steel for sidewalks. 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.
Remarks: #3 Reinforcement @ 18" OC, Standard Construction Detail Sheet 2170
All in compliance.
Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
/J 1
Perry C. Kakara, SET, CME Department Manager
I ITIS REPORT APPL IES ONI Y TO rHE STANDARDS OR PROCEDURES INDICATED AND 1`0 THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
f I ifOUAI.I I II: -.S OF APPARI NFLY IDI-NTICAI OR SIMIL AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOT/ D, I HESF REPOR IS ARE FOR TI IF FXCLUSIVE USE OF THE ADDRESSED CLIE_NTAND ARE. NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
GRLLIAfICE
GGEOTECHnICRL
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
Report Date: 02/11/2016
Project: Freeport Parkway North
Location: Reinforcing Steel Inspection
Client:
REPORT
City of Coppell
Reinforcing Steel Inspection
Date Sampled: 02/09/2016
Sampled By: Danny Speaks
By Order Of: Walter
Order Number: 1770
LAB NO: 203354-1
TEST RESULTS Report No: 203354-1
Page 1 of 1
We visually inspected the reinforcing steel for sidewalks. 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.
Sidewalks: Eastbound Station 27+60 to 26+00
• Drawing Date: 7/2014
• Details Referenced: Sheet 2170 Standard Construction Details
• Remarks: Meets plans and 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
1111S REPORT APPI IES ONI YTO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
III[- QUAI II IES Of APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NO fF D THESE REPORI S ARE FOR THE EXCLUSIVE USE. OF THE ADDRESSED CLIENT AND ARE N01 TO BE REPRODUCED WITHOUT WRITTEN PERMISSION