Coppell Trade-LR051103CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0126
Service Date: October 5, 2005
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'1 rerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: November 03, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 10:35am
Supplier: TXI
Truck No: 69
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data Test
Plant: 141
Ticket No: 131463
0 Gallons
0 Gallons
Result
Slump, inches: 5.00
Air Content, %: 5.0
Concrete Temperature, o F: 93
Ambient Temperature, o F: 83
Plastic Unit Weight, pcf: 144
Laboratory Test Data
Set specimen Diameter Area
No. ID (inches) (sq. inches)
1 I 6.00 28.27
Sa_~_.ple Information
Sample Time: 11:02am Date Cast: October 5, 2005
Technician: Burl E. Thomas
Weather Conditions: Hazy
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: 3' W & 150' S of Building, NW corner
Placement Location: Pavement, W of Building
Specification Test Method
3-5 ASTM C143
4-6 ASTM C231
ASTM C1064
ASTM Cl 064
ASTM Cl 38
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
10/12/2005 7 89,710 3,170
1 2 6.00 28.27 11/02/2005 28 119,390 4,220
1 3 6.00 28.27 11/02/2005 28 122,130 4,320
Average 4,270
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Burl E. Thomas
Report Distribution:
(1) Coppell Trade Center LP (1) MelTiman Assoc Inc
(1) TechnIStructures (1)McFadden&Mille~ ~eweweo Dy. ~ V ~ __~_
(1) city of Coppeit TX (1) Macatee Engineering Inc Robert D. Ray,~.E.T.
(1) City of Coppell TX Senior Projec~anager
The tests were pedormed 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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0147
Service Date: October 25, 2005
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
']rerracon
8901 Carpenter Frwy, Ste #100
Dal[as, Texas 75247
(214) 630-1010
Report Date: November 03, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 6:50am
Supplier: TXI
Truck No: 803
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Plant: 41
Ticket No: 143515
0Gallons
0 Gallons
Sample Information
Sample Time: 7:21am Date Cast: October 25, 2005
Technician: Barry Cuble
Weather Conditions: Clear, cold
Accumulative Yards: 30
Placement Method: Direct Discharge
Sample Locations: 20' N of S, 25' E of Curb
Placement Location: Pavement: W Parking; 345' & 45' Building
Porches at E.8-F/1-1.2, 6.5-7.5, 12.5-13.5,
18.5-19.5, 24.8-25
Field Test Data
Test
Result
Slump, inches: 4.50
Air Content, %:
Concrete Temperature,O F: 62
Ambient Temperature, o F: 40
Plastic Unit Weight, pcf: N/A
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
1 4
Specification
Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM Cl 064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
11/01/2005 7 134,020 4,740
11/01/2005 7 130,050 4,600
Average 4,670
11/22/2005 28
11/22/2005 28
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 wriffen consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the Iccation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
,CONCRETE COMPRESSIVE STRENGTH TEST 'lrerracon
Client: Coppell Trade Center LP
Project Number:94051190
Report Number: 94051190.0147
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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 wrk'ten 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 identicat
materials.
Page 2 of 6 0~-~.~.o
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0147
Service Date: October 25, 2005
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: November 03, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 7:58am Plant: 41
Supplier: TXI
Truck No: 716 Ticket No: 143616
Mix I.D. No.: 8206
Water Added Onsite Before Test: 10Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Sample Time: 8:47am Date Cast: October 25, 2005
Technician: Barry Cuble
Weather Conditions: Sunny, cool
Accumulative Yards: 130
Placement Method: Direct Discharge
Sample Locations: 180' N of S, 35' E of Curb
Placement Location: Pavement: W Parking; 345'& 45' Building
Porches at E.8-F/1-1.2, 6.5-7.5, 12.5-13.5,
18.5-19.5, 24.8-2
Field Test Data
Test Result
Slump, inches: 5.25
Air Content, %: 3.8
Concrete Temperature,O F: 66
Ambient Temperature, o F: 42
Plastic Unit Weight, pcf: N/A
Laboratory Test Data
set specimen Diameter Area
No. ID (inches) (sq. inches)
2 1 6.00 28.27
2 2 6.00 28.27
2 3
2 4
Specification
Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
11/01/2005 7 103,020 3,640
11/01/2005 7 113,350 4,010
Average 3,830
11/22/2005 28
11/22/2005 28
The tests were pedormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusivery for the use of the client
indicated above and shall not bo 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.
. CONCRETE COMPRESSIVE STRENGTH TEST 'lrerracon
Client: Coppell Trade Center LP
Project Number:94051190
Report Number: 94051190.0147
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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 shatl 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 necessariJy indicative of the properties of other apparently similar or identical
materials.
Page 4 of 6 ~.,~.~, ~,~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0147
Service Date: October 25, 2005
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'l rracon
8901 Carpenter Fn/e/, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: November 03, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 9:17am Plant: 41
Supplier: TXI
Truck No: 716
Mix I.D. No.: 8206
WaterAdded Onsite Before Test: 10Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 3.8
Concrete Temperature, O F: 69
Ambient Temperature, o F: 56
Plastic Unit Weight, pcf: N/A
Laboratorl~ Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00 28.27
3 2 6.00 28.27
3 3
3 4
Ticket No: 143735
Sample Information
Sample Time: 10:35am Date Cast: October 25, 2005
Technician: Barry Cuble
Weather Conditions:Bunny, cool
Accumulative Yards: 220
Placement Method: Pump
Sample Locations: Building Porch at E.8-F/6.5-7.5
Placement Location: Pavement: W Parking; 345' & 45' Building
Porches at E.8-F/1-1.2, 6.5-7.5, 12.5-13.5,
18.5-19.5, 24.8-2
Specification
3-5
3-6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
11/01/2005 7 100,610 3,560
11/01/2005 7 113,520 4,010
Average 3,790
11/22/2005 28
11/22/2005 28
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 msuits transmitted herein are only appliceble
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 ll'erracon
Client: Coppell Trade Center LP
Project Number:94051190
Report Number: 94051190.0147
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Bamj Cuble
Report Distribution:
(1) Coppell Trade Center LP (1) Merdman Assoc
(1) TechniStruotures (1) McFadden & Miller Reviewed by:
(1) City of Coppell TX (1) Macatee Engineering Inc
(1) City of Coppell TX se~b~or~P rD(~j (~c~Y 'E~a g ~ r
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repod is exclusively for the use of the client
indicated abo~ 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 Iocstion(s) referenced and are not necessarily indicative of the propedies of other apparently similar or identical
materials.
Page 6 of 6