Amberpoint BP 2R-LR060206CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0126
Service Date: January 26, 2006
ll'erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: February 06, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 2:28pm Plant: 3
Supplier: Lattimore Materials Co
Truck No: 806 Ticket No: 3208055
Mix I.D. No.: 1261
Water Added Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %: 3.7
Concrete Temperature,o F: 71
Ambient Temperature, o F: 58
Plastic Unit Weight, pcf: N/A
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
Sample Information
Date Cast: January 26, 2006
Technician: Ira S. Haynes
Weather Conditions:Cloudy
Accumulative Yards: 10/15
Placement Method: Direct Discharge
Sample Locations: Line A ~ Sra. 1+25.34
Placement Location: Inlet
Time:3:35pm
Specification
Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM Cl 38
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
1 1 6.00 28.27 02/02/2006 7 100,120 3,540
1 2 6.00 28.27 02/02/2006 7 94,370 3,340
Average 3,440
I 3 02/23/2006 28
1 4 02/23/2006 26
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Ira S. Haynes
Repod Distribution:
(1) Transwestern Commercial Services (1) O'Brien & Assoc
(1) City of Coppell TX (1) TechniStructures Reviewed by: __
(1) City of Coppell TX Huss~in H. Abusaad, PE.
(1) Rogers O'Brien Construction Co Senior Project Manager
The tests were performed 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 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 ~ocation(s) referenced and are not necessarily indicative of the properties of other apparently sirni[ar or identical
materials.
Page 1 of 1 °~ PORt'°1 FulureKe¥
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0133
Service Date: January 27, 2006
'lrerracon
8901 Carpenter Fn,vy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: February 06, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4600 psi @ 28 Days
Batch Time: N/A Plant: N/A
Supplier: Potter Concrete
Truck No: N/A Ticket No: N/A
Mix i.D. No.: Unknown
Field Test Data
Test Result
N/A
Sample Information
Date Cast: January 27, 2006 Time:N/A
Technician: Sampled by contractor
Weather Conditions:
Placement Method:
Sample Locations: N/A
Placement Location:Unknown - Contractor Made
Specification
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27 02/03/2006
1 2 02/24/2006
1 3 02/24/2006
Date
Tested
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 85,590
28
28
1 4 03/24~006 56
3,030
Comments: Not tested for plastic unit weight.
Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
Technician: Daniel J. Drogos
Report Distribution:
(1) Transwestern Commercial Services (1) O'Brien & Assoc
(1) City of Coppell TX (1) TechnJStructures Reviewed by:
(1) City of Coppeli TX
(1) Rogers O'Brien Construction Co Hussein H, Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusive]y 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: 94051418.0136
Service Date: January 27, 2006
"lrefracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: February 06, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3600 psi ~ 28 Days
Batch Time: 2:20 pm Plant: 3
Supplier: Lattimore Materials Co
Truck No: 5022 Ticket No: 3208140
Mix I.D. No.: 1261
Water Added Onsite Before Test: 5Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches: 3.00
Air Content, %: 4~5
Concrete Temperature,o F: 60
Ambient Temperature, o F: 58
Plastic Unit Weight, pcf: 144.2
Laboratortf Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
Sample Information
Date Cast: January 27, 2006 Time: 3:30 pm
Technician: Kudret Aksu
Weather Conditions:Croudy
Accumulative Yards: 8/8
Placement Method: Direct Discharge
Sample Locations: Sta. 3+20.30
Placement Location: Inlet Tops: Three (3) at Sra. 0+31.25;
Two (2) at Sta. 0+30.45;
Three (3) at Sra. 3+20.30
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)
1 1 02/03/2006 7
1 2 6.00 28.27 02/03/2006 7 105,050 3,710
1 3 02~24/2006 28
1 4 02/24~2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Kudret Aksu
Repod Distribution:
(1) Transwestern Commercial Services (1) O'Brien & Assec
(1) City of Coppell TX (1) TechniStructures Reviewed by: /-.~ J¢ V
(1) City of Coppell TX ~1~. Abusaad, PE.
(1) Rogers O'Brien Construction Co Senior Project Manager
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: 94051418.0085
Service Date: January 17, 2006
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: February 06, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4200 psi ~ 28 Days
Batch Time: 3:36pm Plant: 7
Supplier: Lattimore Materials Co.
Truck No: 1096 Ticket No: 7160296
Mix I.D. No.: 1851
Water Added Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches: 4.00
Air Content, %: 3.0
Concrete Temperature,o F: 65
Ambient Temperature, o F: 55
Plastic Unit Weight, pcf: 148.0
Laboratory Test Data
Sample Information
Date Cast: January 17, 2006 Time:3:46pm
Technician: Burl E. Thomas
Weather ConditionsClear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: A/2, A/3, A/4
Placement Location: Inlets at A/2 at Sta. 0+29.76, A/3 at Sta.
30+45, A/4 at Sra. 0+31.25
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27 01/24/2006 7 133,170 4,710
1 2 02/14/2006 28
1 3 02/14/2006 28
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
Comments:
NOTE: COG Class A(?)
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) Transwestern Commercial Services (1) O'Brien & Assoc
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) Ciiy of Coppell TX Hussein H. Abusaad, P.E.
(1) Rogers O'Orien Construction Co Senior Project Manager
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 fult 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 1 of 1
REPORT OF DRILLED PIER OBSERVATION
Report Number: 94051418.0139
Service Date: January 31,2006
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: February 06, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Services: Drilled pier observation.
On this date, Terracon's technician arrived at the above referenced job site as scheduled for
drilled pier observation. See the attached sheet(s) for recorded data.
Technician: J. Johnson
Report Distribution:
(1) Transwes~ern Commercial Services (1) O'Brien & Assoc ~-~/¢X}~-~
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(I) City of Coppell TX Hussein H. Abusaad, P.E.
(1) Rogers O'Brien Construction Co Senior Project Manager
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 nat 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.
FIELD DENSITY TESTING
Report Number: 94051418.0132
Service Date: January 27, 2006
' refracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: February 06, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Project Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
(%) (pCf) (%) (% compaction)
Test Location
1 514180001 ASTM D 698 Brown clay w/sand 19.0
2 514180069 ASTM D 698 Brown and gray clay w/sand (lime treated) 24.3
3 514180001 ASTM D 698 Brown clay w/sand 19.0
Field Test Data
Test
NO.
Probe
Lift/ Mat. Depth
Elev. No. (inches)
101.2 >/= +3 93
97.7 -2/+2 95
101.2 -2/+2 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
Building #4, Wastewater
491 30' N & 70' E of SW corner Final 2 6 23.1 95.6 98
492 30' N & 200' E of SW corner 2'BG 1 6 13.4' 95.0 94
493 30' N & 200' E of SW corner Final 2 6 20.5 * 93.2 95
494 30' N & 300' E of SW corner 2' BG 1 6 21.6 * 92.9 92 *
495 30' N & 300' E of SW come Final 2 6 17.9 * 96.1 98
Water Line, Line B
496 Sta. 12 +00 3' BG 3 6 19.4 100.0 99
497 Sra. 12 +00 2' BG 3 6 19.0 99.7 99
498 Sta. 12 +00 1' BG 3 6 18.7 100.8 100
499 Sta. 12 +00 Final 3 6 19.1 100.1 99
Datum: BG = below grade
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
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.
FIELD DENSITY TESTING 'lrerracon
Client:Transwestern Commercial Services
Project Number:94051418
Report Number:94051418.0132
Comments (cont'd):
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Technician: Armando Rendon
Field Results Reported To: Superintendent
Report Distribution:
(1) Transwestern Commercial Services (1) O'Brien & Assoc
(1) City of Coppell TX (1) TechniStructu¢es Reviewed by:
(1) City of Coppell TX Hussein H. Abusaad,
(1) Rogers O'Brien Construction Co Senior Project Manager
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 wdtten 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: 94051418.0128
Service Date: January 27, 2006
" r fr con
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: February 06, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Stmegth: 4600 psi @ 28 Days
Batch Time: 4:06am Plant: 2
Supplier: Potter Concrete
Truck No: 101 Ticket No: 102439
Mix I.D, No.: 7723
Field Test Data
Test
Result
Slump, inches: 5.25
Air Content, %: 3.4
Concrete Temperature,o F: 65
Ambient Temperature, o F: 53
Plastic Unit Weight, pcf: 143.6
Laboratory Test Data
set Specimen Diameter Area
No. ID (inches) (sq. inches)
Sample Information
Date Cast: January 27, 2006 Time:4:25am
Technician: Daniel J. Drogos
Weather ConditionsZClear, calm
Accumulative Yards: 130/300
Placement Method: Direct Discharge
Sample Locations: See Placement Location
Placement Location: Pavement (approximately 300' x 60') Slab;
approximately 450' E of NorthPoint Parking
Lot Entrance in SW corner of Job Site
Specification
3-5
3-5
Date
Tested
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
1 1 6.00 28.27 02/03/2006 7 105,680 3,740
1 2 02/24/2006 28
1 3 02/24/2006 28
1 4 03/24/2006 56
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: 94051418.0128
Service Date: January 27, 2006
'1 I'erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: February 06, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4600 psi ~ 28 Days
Batch Time: 4:48am Plant: 2
Supplier: Potter Concrete
Truck No: 107 Ticket No: 102446
Mix I.D. No.: 7723
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 4.2
Concrete Temperature,o F: 60
Ambient Temperature, o F: 46
Plastic Unit Weight, pcf: 143.4
Laboratory Test Data
set specimen Diameter
No.
2
Area
ID (inches) (s.q. inches)
1 6.00 28.27
Sample Information
Date Cast: January 27, 2006 Time:5:06am
Technician: Daniel J. Dregos
Weather ConditionsCIoudy, cool
Accumulative Yards:200/300
Placement Method: Direct Discharge
Sample Locations: 210' E & 55' N of SW corner of Slab
Placement Location: Pavement (approximately 300' x 60') Slab;
approximately 450' E of NorthPoint Parking
Lot Entrance in SW corner of Job Site
Specification
Test Method
3-5 ASTM C143
3-5 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
02/03/2006 7 104,130 3,680
2 2 02/24/2006 28
2 3 02/24/2006 28
2 4
03/24/2006 56
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: 94051418.0128
Service Date: January 27, 2006
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: February 06, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4600 psi @ 28 Days
Batch Time: 6:23am Plant: 2
Supplier: Potter Concrete
Truck No: 107 Ticket No: 102454
Mix I.D. No.: 7723
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 3.8
Concrete Temperature, o F: 60
Ambient Temperature, o F: 39
Plastic Unit Weight, pcf: 143.8
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
Sample Information
Date Cast: January 27, 2006 Time:6:37am
Technician: Daniel J. Drogos
Weather ConditionsXS[oudy, cool
Accumulative Yards:273/300
Placement Method: Direct Discharge
Sample Locations: 284' E & 45' N of SW corner of Slab
Placement Location: Pavement (approximately 300' x 60') Slab;
approximately 450' E of NorthPoint Parking
Lot Entrance in SW corner of Job Site
Specification
3-5
3-5
Date
Tested
3 1 6.00 28.27 02/03/2006
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 110,240 3,900
3 2 02/24/2006 28
3 3 02/24/2006 28
3 4 03/24/2006 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Daniel J. Drogos
Repod Distribution:
{1) Transwestern Commercial Services (1) O*Brien & Assoc ~ /
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX Huss~ Abusaad, P.E.
(1) Rogers O*Brien Construction Co Senior Project Manager
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: 94051418.0045
Service Date: January 6, 2006
Client:
Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'lrerracon
8901 Carpenter Frwy, Ste #100
Daltas, Texas 75247
(214) 630-1010
Report Date~~C -'~
-- Bui~r~gs 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4200 psi @ 28 Days
Batch Time: 3:01pm Plant: 3
Supplier: Lattimore
Truck No: 5022 Ticket No: 3207118
Mix I.D. No.: 1851
Water Added Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 4.50
Air Content, %: 3.1
Concrete Temperature, o F: 75
Ambient Temperature, o F: 63
Plastic Unit Weight, pcf:
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
Sa_.~m__~le Information
Date Cast: January 6, 2006
Technician: Ira S. Haynes
Weather ConditionsClear
Accumulative Yards: 8/8
Placement Method: Direct Discharge
Sample Locations: Storm Drain at Sra. 0+20.75
Placement Location: Inlet
Time:3:52pm
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
01/13/2006 7 123,660 4,370
01/13/2006 7 116,790 ~
Average
6.00 28.27 02/03/2006 28 160,330 5,670
6.00 28.27 02/03/2006 28 163,660 ~
Average (~
nit wei ~ ~
r~sh c ilacem.~~ require, field s a
Comments: Not tested for plastic unit weight
Services - Obtain samples of fresh concrete at the placer
strength samples.
9rform required field tests and cast compressive
Technician: Ira S. Haynes
Repod Distribution: ~
(1) Transwestern Commercial Services (1) O'Brien & Assoc
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX Hussein H. Abusaad, P.E.
(1) Rogers O'Bnen Construction Co Senior Project Manager
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
Page 1 of 1