Coppell Trade-LR050531CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051081.0059
Service Date: April 28, 2005
Client: Coppell Trade Center LP
Attn: At Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
ll'err can
8901 Carpenter F~,vy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 31, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 2:45 pm Plant: 6
Supplier: LMC
Truck No: 5015 Ticket No: 6249566
Mix I.D. No.: 1701
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
sample Time: 4:00 pm Date Cast:April 28, 2005
Technician: Michael E. Odom
Weather Conditions: Fair
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Line E inlet, Sta. 0+30
Placement Location: 10' Inlets, Line E, Sta. 0+30; Line D, Sta.
0+30; Line B, Sta. 0+25
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.00 5.0 ASTM C143
Air Content, %: 4.9 3-7 ASTM C231
Concrete Temperature,° F: 87 ASTM C1064
Ambient Temperature, o F: 94 ASTM C1064
Plastic Unit Weight, pcf: 143.2 ASTM C138
Laboratory Test Data
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 05/05/2005 7 83,710 2,960
1 2 6.00 28.27 05/05/2005 7 78,350 2,770
Average 2,870
1 3 6.00 28.27 05126/2005 28 123,090 4,350
1 4 6.00 28.27 05/26/2005 28 120,800 ~4,27_0
Average
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Michael E. Odom
Report Distribution:
(1) Coppell Trade Center LP
(1) Pritchard Associates Inc
(1) City of Co ppell TX
(1) City of Coppelt TX
(1) McFadden & Miller Reviewed by:
Robert D. Ray,~.T.
Senior preje~vlanager
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 transroitted 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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051081.0062
Service Date: April 29, 2005
1E rracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: May 31,2005
Project: Coppeil Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time:
Supplier: LMC
Truck No: 0
Mix I.D. No.: 1701
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
0 Gallons
0 Gallons
Sample Information
sample Time: 2:20 pm Date Cast: April 29, 2005
Technician: Michael E. Odom
Weather Conditions: Fair
Accumulative Yards: 3.5
Placement Method: Direct Discharge
Sample Locations: See Placement Location
Placement Location: Two Head Walls, Sta. 0+00, Line B 27";
Sta. 0+00, Line A 24"
Field Test Data
Test Result Specification
Slump, inches: 3.75
Air Content, %: 4.7
Concrete Temperature, O F: 80
Ambient Temperature, o F: 75
Plastic Unit Weight, pcf: 146.0
Laboratory Test Data
4.0
3-7
Set Specimen Diameter Ama Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 05/06/2005
1 2 6.00 28.27 05/06/2005
1 3 6.00 28.27 05/27/2005
1 4 6.00 28.27 05/27/2005
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 110,890 3,920
7 110,120 3,890
Average 3,910
28 164,580 f 5,820
28 163,530 ~ 5~780
Average "-S,800
Services - Obtain samples of fresh concrete at the placement locations, per[orm required field tests and cast compressive
strength samples.
Technician: Michael E. Odom
(1) Cop.il Trade Center LP (1) Merriman Assoc ,nc
(1) Pfitchard Associates Inc (1) McFadden & Miller Reviewed by:
(1) City of Coppell TX ' Robert D. Ray, S.F~,/
(1) City of Coppeil TX '
Senior Proiect~fn~a~r
The testa w~re bedorm~ in general accordance with applicable ^STM, ^ASHTO, or DO? t~t methode. This report is ex¢luaiYely for the ~Sf the client
indioeted abeYe end ehall not be reproduoed e×oept in full without the written consent of our company. Test msuits transmitted herein are only epplicable
to tl'~ actual samples tested at the location(s) mfemn¢~l and are not neces~adly indicative of the properti~ of other ~ppamn~ ~imHar or identical
material*.
REPORT OF REINFORCING STEEL OBSERVATION ' reffacon
Date of Service:
Client No.:
Client:
05/31/05
93345
Coppell Trade Center LP
5055 Keller Springs Rd Ste 300
Addison, TX 75001
Report No.:
Project No..'
Project:
94051190.0017
94051190
Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Services:
Drawings Utilized:
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Civil Drawings
Locations/Items Observed: Backwall, 2nd from west, @ SW comer of jobsite
Test Method:
Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Dra'~ngs Approved X Bar Length and Shape X Colu~ Tie Spacing & Type
Sar Size X Proper Bar Placement X Stirrup Spacing & Type
Bar Grade X Prapedy Tied X Welded Splices
Raper Clean X Dowel Sam in P~ace X Mechanical Splices
Trash & Dapds Removed X Proper Bar SuppeRs X Lapped Splices X
Nuttier ot Bars X Proper Cover/Clearance X
Discrepancies/Comments: Any discrepancies found were corrected at the time of this observation unless otherwise
noted.
Field Results Report To:
Technician: E. Jemigan
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(1) City of Coppell TX
309ecs
l rracon
(1) McFadden & Milter
(1) Macatee Engineering Inc
This reporl is exclusively for the use of the client indicated above and shall not be reproduced witbo~t written appmvaJ of HBC. JTerraco~l.