Coppell Trade-LR050707FIELD DENSITY TESTING
~Report Number: 94051190.0053
Service Date: June 23, 2005
Client ,~,~o~
Attn: Bennet Ratliff .~
5055 Keller Springs
Addison TX 75001
Material Information ~
Material Laboratory
No. Test Method
lrerracon
8g01 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(2t 4) 530-10t 0
Report Date: July 07, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Description and Classification
Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pc0 (%) (% compaction)
1. 510810065 ASTM D 698 Crushed limestone flexible base
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Spread Footing Flexible Base
299 BI1 4' BFG 1 6
300 C/1 ~'JJ~ 4' BFG 1 6
301 D/1 ,,a ,~0[~ 4' BFG 1 6
302 E/1 ~[/~ 4' BFG 1 6
303 E/2 ~'1/ 4' BFG 1 6
304 D/2t 4' BFG 1 6
305 C/2 4' BFG 1 6
306 BI2 ~ 4' BFG 1 6
307 B/3 / I 4' BFG 1 6
308 C/3 4' BFG 1 6
309 D/3 4' BFG 1 6
310 E/3 4' BFG 1 6
311 El4 4' BFG 1 6
312 D/4 4' BFG 1 6
313 C/4 4' BFG 1 6
314 B/4 4' BFG 1 6
315 B/5 4' BFG 1 6
316 C/5 4' BFG 1 6
8.4 124.8 -2/+2 95
Water Dry Unit D~ Unit
Content Weight Weight
(%) (pct') (% compaction)
\
10.1 119.6 96
10.0 119.8 96
8.9 124.2 100
9.4 122.6 98
9.6 123.8 99
10.2 120.5 97
9.8 122.9 98
9.7 121.7 98
9.8 123.3 99
9.5 124.0 99
9.2 123.2 99
9.6 122.8 98
9.5 123.7 99
9.4 119.0 95
9.9 121.7 98
9.6 121.3 Ii!
9.3 123.8
9.5 122.5
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repo~ is exclusively for the use of the client
indicated above and shall net be rapreduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the Iccation(s) referenced and are not necesesrily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 3 o~.~,~oT.~,u~o~
· FIELD DENSITY TESTING
Client: Coppell Trade Center LP
Field Test Data
Test Lift/
No. Test Location Elevation
317 D/5 4' BFG
318 E/5 4' BFG
319 B/1 3' BFG
320 C/1 3' BFG
321 D/1 3' BFG
322 El1 3' BFG
323 E/2 3' BFG
324 D/2 3' BFG
325 C/2 3' BFG
326 B/2 3' BFG
327 B/3 3' BFG
328 C/3 3' BFG
329 D/3 3' BFG
330 E/3 3' BFG
331 E/4 3' BFG
332 D/4 3' BFG
333 C/4 3' BFG
334 BI4 3' BFG
335 BI5 3' BFG
336 C/5 3' BFG
337 D/5 3' BFG
338 E/5 3' BFG
339 B/6 4' BFG
340 C/6 4' BFG
341 D/6 4' BFG
342 E/6 4' BFG
343 BI6 3' BFG
344 C/6 3' BFG
345 D/6 3' BFG
346 E/6 3' BFG
Mat.
No.
Probe
De~h
(Jnche~
'lrerracan
Project Number:94051190
Report Number: 94051190.0053
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pct') (% compaction)
6 9.5 124.1 99
6 9.6 123.6 99
6 9.1 125.7 100+
6 9.8 122.8 98
6 10.1 121.9 98
6 8.9 122.7 98
6 9.3 121.0 97
6 9.0 123.3 99
6 8.8 122.2 98
6 8.5 124.8 100
8 9.1 124.0 99
6 9.9 122.9 98
6 8.3 124.1 99
6 8.9 125.0 100
6 8.4 120.4 96
6 8.6 123.1 99
6 9.2 122.4 98
6 9.0 125.6 100+
6 9.9 123.7 99
6 9.5 122.1 98
6 8.9 122.5 98
6 8.8 124.9 100
6 10.0 122.2 98
6 9.8 121.5 97
6 9.9 122.6 98
6 10.2 120.9 97
6 8.8 124.7 100
6 8.3 125.3 100
6 8.9 122.6 98
6 9.2 121.4 97
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
matedals.
Page 2 of 3
· FIELD DENSITY TESTING
Client: Coppell Trade Center LP
' rE!ffar'on
Project Number:94051190
Report Number: 94051190.0053
Comments (cont'd):
Datum: BFG = below final grade
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method~,STM D2922, ASTM D3017
Gauge ID: 2207
Technician: Laramie S. Chronister
Field Results Reported To: Henry/Charlie
Report Distribution:
(1) Coppell Trade Center LP
(1) Te~hniStructures
(1) City of Co~peli TX
(1) Cily of Coppell TX
(1) Merriman Assoc Inc
(1) McFadden & Miller
(1) Macatee Engineering Inc
Reviewed by: ~Senior ~' S E T
The tests were performed [n 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.
Page 3 of 3
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0058
Service Date: June 28, 2005
Client: Coppell~,T,,r~enter LP
Att/E'Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Material Information
Specified Strength: 3400 psi @ 28 Days
Batch Time: 3:08am
Supplier: TXI
Truck No: 806
Mix I.D. No.: 47
Water Added Onsite Before Test:
Plant: 141
Ticket No: 71207
'lrerracon
8901 Carpenter Frwy, Ste #100
Dalias, Texas 75247
(214) 630-1010
Report Date: July 07, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Sample Information
Sample Time: 3:45am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 70
0 Gallons
0 Gallons
Water Added Onsite After Test: ~ ~'
Field Test Data ?~1~"
Test Result ification
Slump, inches: 4.25 3-5
Air Content, %: 1.5 N/A
Concrete Temperature, O F: 92
Ambient Temperature, o F: 79
Plastic Unit Weight, pcf: 151.8
Laboratory Test Data
specimen Diameter
Date Cast: June 28, 2005
Set
No.
1
1
Services -
Placement Method: Laser Slipform
Sample Locations: E.8/19.8
Placement Location: Slab-on-Grade @ A-F/14-20
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C 138
Age at Maximum Compressive
Area Date Test Load Strength
ID (inches) (sq. inches) Tested (days) (lbs) (psi)
I 6.00 28.27 ~ 07/05/2005 7 121,130 4,280
2 6.00 28.27 / / 07/05/2005 7 119,020 4,210
/ / / Average 4,250
3 V ! ~ / / 07~/2005 28
Obtain samples~e at~b.e...i;~Eement locations, perform required field tests and cast compressive
strength sampl~
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the usa of the client
indicated above and shall not bo repredduced except in full without the written consant of our company. Test resuits trensm~ted 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.
Page I of 8 o~-~o,~.,K.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0058
Service Date: June 28, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'll'erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 07, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 3400 psi @ 28 Days
Sample Information
Sample Time: 4:30am
Technician: Kudret Aksu
Batch Time: 4:05am Plant: 141 Weather Conditions: Clear
Supplier: TXI Accumulative Yards: 190
Truck No: 111 Ticket No: 71220 Placement Method: Laser Slipform
Mix I.D. No.: 47 Sample Locations: C.3/18.8
Water Added Onsite Before Test: 0 Gallons Placement Location: See page 1
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.00 3-5 ASTM C143
Air Content, %: 1.4 N/A ASTM C231
Concrete Temperature,o F: 92 ASTM C1064
Ambient Temperature, o F: 78 ASTM C1064
Plastic Unit Weight, pcf: 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)
2 1 6.00 28.27 07/05/2005 .7 124,810 4,410
2 2 6.00 28.27 07/05/2005 7 125,450 4,440
Average 4,430
2 3 07/26/2005 28
2 4 07/26/2005 28
Date Cast: June 28, 2005
Comments: Not tested for plastic unit weight.
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 written consent of our company. Test results transmitted herein are only appricable
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.
Page 2 of 8 o,~.~o~-F~..
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0058
Sen/ice Date: June 28, 2005
Client: Coppell Trade Center LP
At[n: Bennet Ratliff
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
'lrerfacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 07, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 3400 psi @ 28 Days
Batch Time: 4:42am Plant: 141
Supplier: TXI
Truck No: 107
Mix I.D. No.: 47
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test:
Field Test Data
Test
Ticket No: 71229
0 Gallons
Result
Slump, inches: 4.25
Air Content, %: 1.5
Concrete Temperature, O F: 91
Ambient Temperature, o F: 78
Plastic Unit Weight, pcf:
Laboratory Test Data
Sample Information
Sample Time: 5:05am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 280
Placement Method: Laser Slipforrn
Sample Locations: D.3/18.3
Placement Location: See page 1
Specification
3-5
N/A
Date Cast: June 28, 2005
Set Specimen Diameter Area Date
No. ID (inches) (SCl. inches) Tested
3 1 6.00 28.27 07/05/2005
3 2 6.00 28.27 07/05/2005
3 3 07/26/2005
3 4 07/26/2005
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1664
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 123,190 4,360
7 119,850 4,240
Average 4,300
28
28
Comments: Not tested for plastic unit weight.
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 excrusively 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 ' rEffal:on
Report Number: 94051190.0058
8901 Carpenter Frwy, Ste #100
Service Date: June 28, 2005 Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP Report Date: July 07, 2005
Attn: Bennet Ratliff Project: Coppell Trade Center - Bldg C
5055 Keller Springs Rd Ste 300 NWC Sandy Lake/Freeport Pkwy
Addison TX 75001 Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 3400 psi ~ 28 Days
Batch Time: 5:08am
Supplier: TXI
Truck No: 921
Mix I.D. No.: 47
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 141
Ticket No: 71236
0 Gallons
0 Gallons
Result
Slump, inches: 4.50
Air Content, %: 1.4
Concrete Temperature,o F: 90
Ambient Temperature, o F: 78
Plastic Unit Weight, pcf:
Laborator~ Test Data
Sample Information
Sample Time: 5:35am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 340
Placement Method: Laser Slipform
Sample Locations: B.3/17.8
Placement Location: See page 1
Date Cast: June 28, 2005
Specification Test Method
3-5 ASTM C143
N/A ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
4 1 6.00 28.27 07/05/2005 7 128,930 4,560
4 2 6.00 28.27 07/05/2005 7 124,700 4,410
Average 4,490
4 3 07/26/2005 28
4 4 07/26/2005 28
Comments: Not tested for plastic unit weight.
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 usa 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
Report Number: 94051190.0058
Service Date: June 28, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-10t 0
Report Date: July 07, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 3400 psi @ 28 Days
Batch Time: 5:50am Plant: 141
Supplier: TXI
Track No: 64
Mix I.D. No.: 47
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Ticket No: 71253
0 Gallons
0 Gallons
Result
Slump, inches: 4.50
Air Content, %: 1.4
Concrete Temperature,O F: 91
Ambient Temperature, o F: 75
Plastic Unit Weight, pcf: 151.8
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
5 1 6.00 28.27
5 2 6.00 28.27
5 3
5 4
Sample Information
sample Time: 6:20am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 420
Placement Method: Laser Slipform
Sample Locations: C/17.5
Placement Location: See page 1
Date Cast: June 28, 2005
Specification
Test Method
3-5 ASTM C143
N/A ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
07/05/2005 7 124,380 4,400
07/05/2005 7 125,190 4,430
Average 4,420
07/26/2005 28
07/26/2005 28
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 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: 94051190.0058
Service Date: June 28, 2005
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: July 07, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 3400 psi (~ 28 Days
Batch Time: 6:47am Plant: 141
Supplier: TXI
Truck No: 38
Mix I.D. No.: 47
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %: 1.3
Concrete Temperature, O F: 89
Ambient Temperature, o F: 79
Plastic Unit Weight, pcf:
Ticket No: 71326
0 Gallons
0 Gallons
Sample Information
sample Time: 7:40am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 530
Placement Method: Laser Slipform
Sample Locations: D/16.5
Placement Location: See page 1
Date Cast: June 28, 2005
Specification Test Method
3-5 ASTM C143
N/A ASTM C231
ASTM C1064
ASTM C1064
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)
6 1 6.00 28.27 07/05/2005 7 119,180 4,210
6 2 6.00 28.27 07/05/2005 7 120,260 4,250
Average 4,230
6 3 07/26/2005 28
6 4 07/26/2005 28
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were per/ormed 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.
Page 6 of 8 ~-E~,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0058
Service Date: June 28, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Te~s 75247
(214) 630-1010
Report Date: July 07, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 3400 psi ~ 28 Days
Batch Time: 8:00am
Supplier: TXI
Truck No: 108
Mix I.D. No.: 47
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 141
Ticket No: 71426
0 Gallons
0 Gallons
Result
Slump, inches: 4.50
Air Content, %: 1.4
Concrete Temperature, o F: 90
Ambient Temperature, o F: 83
Plastic Unit Weight, pcf:
Laboratory Test Data
Sample Information
Sample Time: 8:35am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 690
Placement Method: Laser Slipform
Sample Locations: B.5/15.5
Placement Location: See page 1
Date Cast: June 28, 2005
Specification
3-5
N/A
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
7 1 6.00 28.27 07/05/2005 7 137,610 4,870
7 2 6.00 28.27 07/05/2005 7 140,270 4,960
Average 4,920
7 3 07/2612005 28
7 4 07/26/2005 28
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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 transmittod herein are only applicable
to the actual samples tested at the location(s) referenced and ara not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 7 of 8 o,.~,~-~-,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0058
Service Date: June 28, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
" rerf con
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 07, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 3400 psi @ 28 Days
Batch Time: 9:11am Plant: 141
Supplier: TXI
Truck No: 108
Mix I.D. No.: 47
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratorl/ Test Data
Ticket No: 71543
0 Gallons
0 Gallons
Result
5.00
1.3
92
87
Sample Information
Sample Time: 9:45am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 780
Placement Method: Laser Slipform
Sample Locations: E.8/15.2
Placement Location: See page 1
Specification
3-5
N/A
Date Cast: June 28, 2005
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
8 1 6.00 28.27 07/05/2005
8 2 6.00 28.27 07/05/2005
8 3 07/26/2005
8 4 07/26/2005
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 133,770 4,730
7 129,770 4,590
Average 4,660
28
28
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Kudret Aksu
(1) Coppell Trade Center LP (1) Merrlrnan Assoc Inc
(1) TechniStructures (1) McFadden & Miller Reviewed by: ~"~'~-- v
(1) City of Coppell TX (1) N~catee Engineering Ino
~enlor ~ r~anager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively fo? 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
matedals.
Page 8 of 8
-~ONCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94051190.0024
Service Date: June 7, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 07, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
?~laterial Information
' ~ecified Strength: 4000 psi @ 28 Days
.'~ch Time: 7:19am Plant: 41
pplier: TXI
.'uck No: 71
i~lix I.D. No.: 8206
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 10 Gallons
Field Test Data
Test Result
Slump, inches: 5.50
Air Content, %: 8.7
Concrete Temperature,O F: 87
Ambient Temperature, o F: 852
~lastic Unit Weight, pcf: 136.0
: ~ aboratory Test Data
~ ;et Specimen Diameter Area
'!o.._:.. ID (inches) (sq. inches)
· ., ~21 6.00 28.27
-~ 2 2 6.00 28.27
Ticket No: 57609
2 3 6.00 28.27
2 4 6.00 28.27
Sample Information
Sample Time: 7:55am Date Cast: June 7. 2005
Technician: Moe edom
Weather Conditions: Cloudy
Accumulative Yards: 110
Placement Method: Direct Discharge
Sample Locations: 10' - 15' S & 30' E of Curb inlet #6
Placement Location: See page 1
Specification Test Method
5 Max ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
06/14/2005 7 94,990 3,360
06/14/2005 7 92,610 3,270
Average 3,320
07/05/2005 28 114,310 4,040
07/05/2005 28 118,260 4,110
Average 4,080
Comments:
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The teats 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.
cONCRETE COMPRESSIVE STRENGTH TEST
-; ..',eport Number: 94051190.0024
.~ ?rvlce Date: June 7, 2005
· '*'.'ent: Coppell Trade Center LP Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'll'erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 07, 2005
Project: Coppell Trade Center - Bidg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 9:42am Plant: 41
Supplier: TXI
Truck No: 837
Mix I.D. No.: 8206
!i~ter Added Onsite Before Test:
- ~*~ter Added Onsite After Test:
':aid Test Data
Ticket No: 57840
0 Gallons
0 Gallons
* .~ Test Result
Jlump, inches: 5.25
Air Content, %: 5.3
Concrete Temperature,o F: 89
Ambient Temperature, o F: 87
Plastic Unit Weight, pcf: 143.2
Sample Information
Sample Time: 10:28am Date Cast: June 7, 2005
Technician: Moe Odom
Weather Conditions: Cloudy
Accumulative Yards: 220
Placement Method: Direct Discharge
Sample Locations: 40' & 60' E of Curb Inlet #9
Placement Location: See page 1
Specification Test Method
5 Max ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratory Test Data Age at Maximum Compressive
: Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (~) Tested (days) (lbs) (psi)
3 1 6.00 28.27 06/14/2005 7 84,820 3,000
.. 3 2 6.00 28.27 06/14/2005 7 88,430 3,130
, ~. Average 3,070
;;3 3 6.00 28.27 07/05/2005 28 126,190 4,460
~3 4 6.00 28.27 07/05/2005 28 123,130 4,350
'~ Average 4,410
Services -
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
; tests were performed in general accordance with applicable ASTM. AASHTO, or DOT test methods. This report is exclusively for the use of the client
. :lica~d above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
t(~ the actual samples tested at the Iocetion(s) referenced and am not necessarily indicative of the properties of other apparently similar or identical
materials.
'_:ONCRETE COMPRESSIVE STRENGTH TEST
F~'~.port Number: 94051190.0024
.:.
'.:~ervlce Date: June 7, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'~rEffacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 07, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Sample Information
Sample Time: 1:00pm
Technician: Moe Odom
,*.atch Time: 11:55am Plant: 41 Weather Conditions: Cloudy
~ ~'tDplier: TXI Accumulative Yards: 310
-".~ck No: 837 Ticket No: 58031 Placement Method: Direct Discharge
.';~( I.D. No.: 8206 Sample Locations: 80' E of Curb Inlet #9
?Ater Added Onsite Before Test: 15 Gallons Placement Location: See page 1
';,/ater Added Onsite After Test: 5 Gallons
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.00 5 Max ASTM C143
Air Content, %: 4.3 3-6 ASTM C231
Concrete Temperature,o F: 92 ASTM C 1064
Ambient Temperature, o F: 92 ASTM C1064
~lastic Unit Weight, pcf: 144.8 ASTM C138
,Laboratory Test Data Age at Maximum Compressive
~,; Set Specimen Diameter Area Date Test Load Strength
:~No. ID (inches) (~) Tested (days) (lbs) (psi)
.~:4 1 6.00 28.27 06/14/2005 7 114,920 4,060
34 2 6.00 28.27 06/14/2005 7 110,760 3,920
% Average 3,990
~ 4 3 6.00 28.27 07/05/2005 28 138,610 4,900
4 4 6.00 28.27 07/05/2005 28 131,970 4,670
Average 4,790
Date Cast: June 7, 2005
Comments:
NOTE: Plant and superintendent were notified of air content test results.
Sen/lees - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
'¥chnician: Moe Odom
~;~ortD,stdbution: ~ /J/~ /
,,:TechniSt~ucture$' (1)McFadden&Miller Reviewed by: ~'~,-"' V'"'/u,"' ,/./"
(~) City of Coppell TX (1) Macatee Engineering Inc " Robert D Rav~.T.
(l ) City of Coppe TX ~ ' '-~'~'. .....
Tho lest* wore p~om~d in ~,nam~ ae¢ordar~a with applicable ASTM, A~HTO, or DOT test methods. This rspor~ is e×¢lusivel¥~r tho use of lbo client
indicated ~ovo and sh~l not I:~ mprodu~:l a×¢ept in ~ull ~ithout lbo written eon~ont of our sompany. Tasl msult~ transmitted heroin am on~¥ agplisable
to th~ l¢tual $8mplo$ t$,l~l at the location(s) re[emnced and are not nocessadl¥ indicative o! the properties o[ other apparently similar or identical
materials.
STATISTICAL ANALYSIS OF CONCRETE MIXTURES
'~eport Number: 94051190.0069
~.rvlce Date: July 7, 2005
'] rEff lcon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP Report Date:
Attn: Bennet Ratliff Project: Coppell Trade Center - Bldg C
5055 Keller Springs Rd Ste 300 NWC Sandy Lake/Freeport Pkwy
Addison TX 75001 Coppell, TX
Project Number: 94051190
Specification Requirements:
Concrete Class: 8206
PROJECT DATA
4000 psi @ 28 Days
REPORT OF TESTS
Number Air Concrete Compressive Running
Report Of Slump Content Temp Strength 3 Test Avg
Date Number Set Samples (in.) (%) (F) PSI PSI
~J5/27/2005 94051190.0012 1 2 6.00 5.5 88 4615
05/27/2005 94051190.0012 2 2 5.00 5.7 87 4730
05/27/2005 94051190.0012 3 2 5.25 4.9 88 5150 4832
05/27/2005 94051190.0012 4 2 5.00 5.7 91 5085 4988
06/07/2005 94051190.0024 1 2 5.75 10.2 87 3700 4645
06/07/2005 94051190.0024 2 2 5.50 8.7 87 4075 4287
06/07/2005 94051190.0024 3 2 5.25 5.3 89 4405 4060
06/07/2005 94051190.0024 4 2 4.00 4.3 92 4785 4422
Average of all sets of three consecutive strengths equals or exceeds the project specifications.
Technician: Robert D. Ray, S.E.T.
:~ Coppe I Trade Can er LP (1) Merriman Assoc Inc
!1) T~chn Structures (1) McFadden & Miller Reviewed by:
(~.City of Cof3f3ell TX (1) Macatee Engineering Inc - -
~ ! i ~;Ity of Coppell TX Robert D. Ra~.T.
Senior Proje~vl~lanager
T~,~. tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusiveJy f~e? the use of the client
i:~cliceted above and shall not be reproduced except in full without the written consent of our company. Test results transmitted he~f~m are only applicable
'.o the actual samples tested at the Iccation(s} referenced and are not necessarily indicative of the properties of other apparently similar or identical
rnatedals.
HBO / TERRACON REPORT NO,
q g-o.5' ~ Icl o. 0o07 q-
cONCRETE COMPRESSIVE STRENGTH TEST
,Report Number: 94051190.0024
Service Date: June 7, 2005
[;llent: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
' rEfracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 07, 2005
Project: Coppell Trade Center - BIdg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
,tSaterial Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 5:53am Plant: 41
Supplier: TXI
Truck No: 807
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test: 0 Gallons
[?ield Test Data
Test Result
'~ttmp, inches: 5.75
.',i~. Content, %: 10.2
";~ncrete Temperature,o F: 87
;~mbient Temperature, o F: 78
Plastic Unit Weight, pcf: 136.0
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
6.00 28.27
6.00 28.27
Ticket No: 57463
0 Gallons
Sample Information
Sample Time: 6:35am Date Cast: June 7, 2005
Technician: Moa Odom
Weather Conditions: Partly cloudy
Accumulative Yards: 30
Placement Method: Direct Discharge
Sample Locations: 5' - 15' E of Curb Inlet #6
Placement Location: Bldg C, W side Fire Lane & Truck Dock,
See attached sketch
Specification Test Method
5 Max
3-6
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) IIbs) (psi)
06/14/2005 7 72,640 2,570
06/14/2005 7 74,000 2,620
Average 2,600
07/05/2005 28 101,580 3,590*
07/05/2005 28 107,730 3,810*
Average 3,700
· ';~ments: * Does not comply with specified strength.
' ~'vlces - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
"~e tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
~ :!!cared above and shall not be raproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
".~.i~e actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
Page 1 of 4