Coppell Trade-LR060104REPORT OF REINFORCING STEEL OBSERVATION
'irerracan
8901 Carpenter Frw'/, Suite #100
Dallas, Texas 75247
(214) 630-1010
01/04~05 /
Date of Service: /'
Client No.: 93345
Coppell TrX'de Center LP
Client: 5055 K,~Spring_~ Rd Ste 300
Addij~'n, TX 75001
Report No.:
Project No.:
Project:
94051190.0172
94051190
Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Services: Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Drawings Utilized: Civil 02, 03 Pavement Details
Locations/Items Observed: Pavement, SE Parking Lot adjacent to grid line 1.5-2.0/up to 120' S of grid line A
Test Method:
Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT
Discrepancies/Comments:
iNCORRECT
Any discrepancies f
noted.
Field Results Report To:
Technician: D. Drogos
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppel[ TX
(1) City of Coppell TX
Bar Length and Shape
Proper ear Placement
e CORRECT INCORRECT
at the time of this observation unless otherwise
309pdr
(1) McFadden & Miller
{1) Macatee Engineering Inc
This repot[ is exclusively for the use of the client indicated above and shall not be reproduced wit hogt wrd~en approval of Terracon.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0164
Service Date: December 6, 2005
'lrEffacon
8901 Carpenter Frwy, Ste #100
Dallas1 Texas 75247
(214) 630-1010
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: January 04, 2006
Project: Coppell Trade Center - BIdg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 6:28am Plant: 141
Supplier: TXt
Truck No: 39 Ticket No: 167187
Mix I.D. No.: 8206
WaterAdded Onsite Before Test: 10Gallons
Water Added Onsite After Test: 0Gallons
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %: 6.5
Concrete Temperature,O F: 50
Ambient Temperature, o F: 27
Plastic Unit Weight, pcf: 143.9
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
Sample Information
Sample Time: 7:30am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Sample area on attached sketch
Placement Location: Pavement, see attached sketch
Date Cast: December 6, 2005
Specification Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM Cl 38
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
12/13/2005 7 96,290 3,410
12/13/2005 7 100,010 3,540
Average 3,480
01/03/2006 28 120,560 4,260
01/03/2006 28 128,570 4,550
Average 4,410
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Kudret Aksu
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) Ci~/of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc Inc
(1) McFadden & Miller
(1) Macatee Engineering Inc
Reviewed by:
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 consent of our company. 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.