Windsor Estates-LR010821CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94011150.0014
Service Date: May 15, 2001
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Excel Group, Inc.
Attn: Kelly Jordan
2639 Walnut Hill Ln #218
Dallas TX 75229
Report Date: June 21,2001
Project: Jordan Residence
Lot 14, DeForest Road
Coppell, Texas
Project Number: 94011150
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time:
Supplier: Redi-Mix
Truck No: 230
Mix I.D. No.: 914-9265
Plant: 1
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,O F:
Ambient Temperature, 0 F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.00
84
80
Ticket No: 16603
Sample Information
sample Time: 11:30am Date Cast: May 15, 2001
Technician: Terry L. Smith
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Truck
Sample Locations: 69, 50, 67, 51,80
Placement Location: Piers- 69, 50, 67, 51,80, 79, 64, 66, 54, 44,
45
Specification
Test Method
5.0 Max ASTM C-143
N/A ASTM C-172
ASTM C-39
Set Specimen Diameter Date
No. ID (inches) Tested
1 1 600 05/22/2001
1 2 6.00 05/22/2001
1 3 6.00 06/12/2001
1 4 6.00 06/12/2001
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 79,250 2,800
7 81,340 2,880
Average 2,840
28 96,080 3,400
28 94,320 3,340
Average 3,370
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Terry L. Smith
Report Distribution:
(1) Excel Group, Inc.
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
Reviewed by:
Senior Project Engineer
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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94011150.0012
Service Date: May 14, 2001
8901 Carpenter Frwy,, Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Excel Group, Inc.
Attn: Kelly Jordan
2639 Walnut Hill Ln #218
Dallas TX 75229
Report Date: June 21, 2001
Project: Jordan Residence
Lot 14, DeForest Road
Coppell, Texas
Project Number: 94011150
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time:
Supptier: Redi-Mix
Truck No: 235
Mix I.D. No.: 914
Plant: 1
Field Test Data
Test
Ticket No: 16564
Sample Information
Sample Time: 3:30pm Date Cast: May 14, 2001
Technician: Terry L. Smith
Weather Conditions: Hot & partly cloudy
Accumulative Yards: 10
Placement Method: Truck
Sample Locations: 91,90, 89, 85, 84
P~acement Location: Piers: 98, 105, 95, 94, 86, 91, 90, 89, 85,
84, 87
Test Method
Result Specification
Slump, inches: 5.00 5.0 Max ASTM C-143
Air Content, %: N/A ASTM C-172
Concrete Temperature,° F: 93 ASTM C-39
Ambient Temperature, o F: 90
Plastic Unit Weight, pcf:
Laboratorl~ Test Data Age atMaximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
1 I 6.00 05/21/2001 7 81,310 2,880
1 2 6.00 05/21/2001 7 79,240 2,800
Average 2,840
1 3 6.00 06/11/2001 28 96,170 3,400
1 4 6.00 06/11/2001 28 99,080 3,500
Average 3,450
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Terry L. Smith
Report Distribution:
(1) Excel Group, Inc.
(1) Ciiy of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
Reviewed
Eric J. Cleveland, P.E.
Senior Project Engineer
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.