Bank One-LR031020CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0050
Service Date: September 20, 2003
'lrerracan
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: October 20, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 1:18am Plant: 1
Supplier: LDJ
Truck No: 725 Ticket No: 50125
Mix I.D. No.: 600A
Water Added Onsite Before Test: 10 Gallons
Field Test Data
Test Result
Slump, inches: 5.25
Air Content, %: 2.5
Concrete Temperature,° F: 75
Ambient Temperature, o F: 60
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
I 3 6.00 28.27
1 4 6.00 28.27
Sample Information
sample Time: 2:35am Date Cast: September 20, 2003
Technician: Thomas J. Cleaver
Weather Conditions: Clear
Accumulative Yards: 30
Placement Method: Pump Truck
Sample Locations: See attached sketch
Placement Location: Pavement, Drive-thru Lanes
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
09~27~2003 7 105,850 3,740
09~27~2003 7 112,100 3,960
Average 3,850
10/18/2003 28 148,460 5,250
10/18/2003 28 153,880 5,440
Average 5,350
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.
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 apparently similar or identical
materials
Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0050
Service Date: September 20, 2003
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 280
Dallas TX 75225
Report Date: October20, 2003
Project: Bank One - Coppell TX
616 Nodh Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 3:21am
Supplier: LDJ
Truck No: 748
Mix I,D. No.: 600A
Water Added Onsite Before Test: !0 Gallons
Plant: 1
Ticket No: 35246
Sample Information
sample Time: 4:45am Date Cast: September 20, 2003
Technician: Thomas J. Cleaver
Weather Conditions: Clear
Accumulative Yards: 110
Placement Method: Pump Truck
Sample Locations: See attached sketch
Placement Location: See page 1
Field Test Data
Test Result Specification
Slump, inches: 6.50
Air Content, %: 3.5
Concrete Temperature,o F: 75
Ambient Temperature, o F: 60
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
2 1 6.00 28.27 09/27/2003
2 2 6.00 28.27 09/27/2003
2 3 6.00 28.27 10/18/2003
2 4 6.00 28.27 10/18/2003
Test Method
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1064
Age at
Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 84,220 2,980
7 88,200 3,120
Average 3,060
28 122,370 4,330
28 119,500 4,230
Average 4,280
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: Thomas J. Cleaver
Report Distribution;
(1) Bank One Texas NA
(1) City of Coppell TX
(~) Aguirre Building Systems
(1) City of Coppel[ TX
Reviewed by:
HBC/Terracon
Hussein H Abusaadr PE.
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 apparently similar or identical
materials.
Page 2 of 2
REPORT OF REINFORCING STEEL OBSERVATION
'll'erracon
8901 Carpenter F~', Suite ~100
Dallas, Texas 75247
Date of Service: ]0/20/03 Report No.:
Client No.: 17776 Project No.:
Client: Bank One Texas NA Project:
8 l l I Preston Suite 250
Dallas, TX 75225
94031289.0070
94031289
Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Services: Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Drawings Utilized: C-2
Locations/Items Observed: SE Approach and Sidewalk Area
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT tNCORRECT 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 Spacing & Type
Bar Grade X Propedy Tied X
Rebar Clean X Dowel Bars in Place X Welded S¢ices
Form Clean X Proper Supports X Mechanical Splices
Number of Bars X Proper Cover X Lapped Splices
Discrepancies/Comments: Any discrepancies found were corrected at the time of this observation unless otherwise
noted.
Field Results Report To:
Technician: M. Searles
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppeil TX
(1) Aguirre Building Systems
(1) City of Coppe[I TX
'lrerracan
Hussein H. Abusaad, P. E.
Senior Project Manager
309sks This repot1 is exclusively for the use of the client indicated above and shall not be reproduced without written approval of HBC/Terracon