Gateway BP(3.1)-LR070802
Rone Engineering
.
Client: Transwestem Commercial Services
5001 Spring Valley
Dallas, TX 75244
ateway Bu . ess Cente
Coppell, Texas
es: Obtain samp esh concrete at the placement locations, perform required testing, cast compressive strength samples and bring sample~
aboratory for curing and testing in accordance with applicable standards.
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum
Marked Date Age Diameter Area Load
Set No. Tested (days) (in) (in') (Ibs)
1 1 07/25/2007 7 6.00 28.27 .77,640
1 2 08/01/2007 14 6.00 28.27 84,970
1 3 08/15/2007 28
Contractor: Constructors & Associates
Concrete Supplier: Redi Mix
Plant: 136
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): 4% - 6%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Tes1
Report No.: 292571
Project No.: 0712786
Date of Service: 07/18/2007
Report Date: 08/02/2007
,,-
PROJECT DATA
Mix Design I.D.: 23601524
Placement Date: 07/18/2007
Weather Conditions: Clear
Time Sampled: 04:04am
Temperature - Air: 850F
Truck No: 1192
Air Content: 4.6%
Overall Placement Location:
Parking spaces and driveways
Batch time: 03:08am
Concrete: 880F
Ticket No: 13691445
Unit Weight (pet): NA
Measured
Slump
(inches)
3.75
Sample Location:
5' south, 5' west, far northeast corner close to Freeport Parkway
Fracture
Type
bonded Cap
ded Cap
fi l~ 9lri/fl
LIMITATIONS: The test results presented herein were prepared based upon the specifiC samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(lB/lB) Page 1 of 7
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Transwestem Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of Concrete Compressive Strength Tes1
Report No.: 292571
Project No.: 0712786
Date of Service: 07/18/2007
Report Date: 08/02/2007
Project: Gateway Business Center
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring samples
back to the laboratory for curing and testing in accordance with applicable standards.
REPORT OF TESTS
Cylinder
Marked
Set No.
- -
1 4
Date
Tested
08/15/2007
Age
(days)
28
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
Area
(in')
Diameter
(in)
Compressive
Strength
(psi)
Fracture
Type
Remarks: Water added at site: 10 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(LBlLB) Page 2 of 7
Rone Engineering
.
Client: Transwestem Commercial Services
5001 Spring Valley
Dallas, TX 75244
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Tes1
Report No.: 292571
Project No.: 0712786
Date of Service: 07/18/2007
Report Date: 08/02/2007
Project: Gateway Business Center
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring sample~
back to the laboratory for curing and testing in accordance with applicable standards.
Contractor: Constructors & Associates
Concrete Supplier: Redi Mix
Plant: 136
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): 4% - 6%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
Mix Design I.D.: 23601524
Placement Date: 07/18/2007
Weather Conditions: Clear
Time Sampled: 07:07am
Temperature - Air: 790F
Truck No: 1188
Air Content: 5.8%
Overall Placement Location:
Parking spaces and driveways
Batch time: 06:35am
Concrete: 890F
Ticket No: 13691461
Unit Weight (pet): NA
Measured
Slump
(inches)
5.75
Sample Location:
60' east, 75' north from southeast comer of building
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in') (Ibs) (psi) Type
2 1 07/25/2007 7 6.00 28.27 80,900 2,860 Unbonded Cap
2 2 08/01/2007 14 6.00 28.27 92,090 3,260 Unbonded Cap
2 3 08/15/2007 28
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(LB/LB) Page 3 of 7
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Transwestem Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of Concrete Compressive Strength Test
Report No.: 292571
Project No.: 0712786
Date of Service: 07/18/2007
Report Date: 08/02/2007
Project: Gateway Business Center
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring sample~
back to the laboratory for curing and testing in accordance with applicable standards.
REPORT OF TESTS
Cylinder
Marked
Set No.
- -
2 4
Date
Tested
08/15/2007
Age
(days)
28
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
Diameter
(in)
Area
(in')
Compressive
Strength
(psi)
Fracture
Type
Remarks: Water added at site: 8 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(LB/LB) Page 4 of 7
Rone Engineering
.
Client: Transwestem Commercial Services
5001 Spring Valley
Dallas, TX 75244
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214)630-9745
Report of Concrete Compressive Strength Test
Report No.: 292571
Project No.: 0712786
Date of Service: 07/18/2007
Report Date: 08/0212007
Project: Gateway Business Center
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring samples
back to the laboratory for curing and testing in accordance with applicable standards.
Contractor: Constructors & Associates
Concrete Supplier: Redi Mix
Plant: 136
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): 4% - 6%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
Mix Design I.D.: 23601524
Placement Date: 07/18/2007
Weather Conditions: Partly Cloudy
Time Sampled: 08:45am Batch time: 08:05am
Temperature - Air: 860F Concrete: 880F
Truck No: 1187 Ticket No: 13691487
Air Content: 4.5% Unit Weight (pet): NA
Overall Placement Location:
Parking spaces and driveways
Measured
Slump
(inches)
3.5
Sample Location:
80' east from southweast corner of building
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (inZ) (Ibs) (psi) Type
- -
3 1 07/25/2007 7 6.00 28.27 99,420 3,520 Unbonded Cap
3 2 08/01/2007 14. 6.00 28.27 113,660 4,020 Unbonded Cap
3 3 08/15/2007 28
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(LB/LB) Page 5 of 7
Rone Engineering
lit
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Transwestem Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of Concrete Compressive Strength Tes1
Report No.: 292571
Project No.: 0712786
Date of Service: 07/18/2007
Report Date: 08/02/2007
Project: Gateway Business Center
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring samples
back to the laboratory for curing and testing in accordance with applicable standards.
REPORT OF TESTS
Cylinder
Marked
Set No.
- -
3 4
Date
Tested
08/15/2007
Age
(days)
28
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
Area
(in2)
Compressive
Strength
(psi)
Fracture
Type
Diameter
(in)
Remarks: Water added at site: 10 gallons
LIMIT A nONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition. appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(LB/LB) Page 6 of 7