Bank One-LR030826REPORT OF REINFORCING STEEL OBSERVATION 'l['erracon
Dallas, Texas 752¢7
Date of Service;
Client No.:
Client:
08/26/03
17776
Bank One Texas NA
8111 Preston Suite 250
Dallas, TX 75225
Report No.:
Project No.:
Project:
94031289.0024
94031289
Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Services:
Drawings Utilized:
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Approved 06/06/02, Page SI.01, Items 2 and 4; S2.0I; and S2.01, Items l, 3, 4 and 7
Locations/Items Observed: Grade Beam
Test Method:
Visual Obserwttion
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drawings Approved X Length and Shape X Column Tie Spacing & Type
Bar Size X Proper Placement X Stirrup Spaciag & Type
Bar Grade X Propedy Tied X
Rebar Clean X Dowel Bars in Place X Welded Splices
Form Clean X Proper Supports X Mechanical Splices
Number of Bars X Proper Cover X Lapped Splices X
Discrepancies/Comments: The fo[lowing discrepancies were noted and not cmTected at the time of this observation.
1. Bar size, corner bars were different sizes.
2. Bar placement, no extra bars at bottom between piers.
3. Plastic, 10 mil, was not in place.
NOTE: The reinforcement was not in place and was not ready for final observation.
Field Results Report To: Shelia Fagg
Technician: B. Thomas
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
'lrerracon
Hussein .~Abusaad, P. E.
Senior Project Manager
309sks This report is exclusively for the use of t~e client indlcaled above and shall nol be reproduced without written approval of HBC/Terracon
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0021
Service Date: August 18, 2003
'll'errecan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
{214) 630-1010
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
Report Date: August 26, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 8:18am
Supplier: LDJ Ready Mix
Truck No: 731
Mix I.D. No.: 50
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
LaboratorF Test Data
Plant: 02
Ticket No: 34767
5 Gallons
0 Gallons
Sample Information
sample Time: 9:45am Date Cast:August 18, 2003
Technician: Wesley A. Lawson
Weather Conditions: Sunny, hot
Accumulative Yards: 2
Placement Method: Direct Discharge
Sample Locations: Pier 6
Placement Location: Piers 18, 6, 4, 19
Result Specification Test Method
7.75 ASTM C-143
1.6 ASTM C-231
93 ASTM C-1064
91 ASTM C-1064
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 1 6.00 28.27 08/25/2003 7 74,490 2,630
1 2 6.00 28.27 08/25/2003 7 73,060 2,580
Average 2,610
1 3 09/15/2003 28
1 4 09/15/2003 28
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Wesley A. Lawson
Repod Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Buildill§ Systems
(1) City of Coppe[I TX
Reviewed by:
HBC/Terracon
Hus~/ein~. Abusaad, P.E
Senior Project Manager
The tests were performed in general accordance with applicable ASTM AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparentJy similar or identical
materials
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