Bank One-LR030918CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0039
Service Date: September 10, 2003
'lrerracan
8901 Carpenter Fn,vy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Bank One Texas NA Report Date: September 18, 2003
Attn: Danny Buckner Project: Bank One - Coppell TX
8111 Preston Suite 250 616 NoAh Denton Tap Rd
Dallas TX 75225 Coppell, TX
Project Number: 94031289
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 3:27am
Supplier: LBJ Concree
Truck No: 737
Mix I.D. No.: 50
Water Added Onsite Before Test: 10 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 5.75
Air Content, %: 1.2
Concrete Temperature,O p: 84
Ambient Temperature, o F: 80
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 50214
Sample Information
sample Time: 4:38am Date Cast: September 10, 2003
Technician: Joseph B. Gordon
Weather Conditions: Clear
Accumulative Yards: 80
Placement Method: Pump
Sample Locations: Slab-on-grade C.5/2.5
Placement Location: Building slab-on-grade, A-F/l-8
Specification Test Method
3-5 ASTM C-143
N/A ASTM C-231
ASTM C-1064
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 09/17/2003 7 117,870 4,170
1 2 6.00 28.27 09/17/2003 7 117,380 4,150
Average 4,'160
1 3 10~08/2003 28
1 4 10/08~2003 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: Joseph B, Gordon
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppe~l TX
(1) Agui[re Building Systems
(1) City of Coppell TX
Reviewed by:
HBC/Terracon
Hus,~ 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 shalJ 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.
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94031289.0043
Service Date: September 11,2003
'll'erracan
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: September 18, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Contractor:
Source of Material: Stockpile
Proposed Use: Flexible Base
USCS:
Sample Information
Sampled By: James C. Blackwell
Sample Location: From stockpile delivered to jobsite
Sample Description: Gray crushed limestone (flexible base)
LaboratorF Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D 698
Method C
Moist Method
Mechanical
Maximum Dry Unit Weight, pcf: 127.3
Optimum Water Content, %: 5.5
Result Specifications
Liquid Limit: 20
Plastic Limit: 15
Plasticity Index: 5
% Passing #200:
% Passing #40:
Moisture Density Relations
Zero Air Voids Cur~e for assumed specific gravity 265
Services- Moisture-Density Relations
Technician: James C. Blackwell
Report Distribution:
(1) Bank One Texas NA
Reviewed by:
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 o11he properties of other apparently similar or identical
materials
REPORT OF REINFORCING STEEL OBSERVATION
lrerracan
Date of Service:
Client No,:
Client:
09/18/03
17776
Bank One Texas NA
81 ti Preston Suite 250
DalIas, TX 75225
Report No.:
Project No.:
Project:
9403 i289.0046
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
C2 Legend, dated 06/06/03
Locations/Items Observed: Paving, E side, Drive-thru and Approach
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT iNCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Discrepancies/Comments: The following discrepancies were corrected at the time of this observation.
1. Reinforcing steel bars were not tied properly at thc NE and NW corners at the fire
hme tie-in.
2. Chairs would be phtced prior to concrete placement.
Field Results Report To:
Technician: J. A[nip
Report Distribution:
(1) Bank One Texas NA
(1) City el Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
lr'erracan
Hussein H. Abusaad, P. E.
Senior Project Manager
309sks Th,s report is exclusively tot the use el the cliem ,ndicated above ~nd shaLL not be reproduced without written approval el HBC/Ter racon