Amberpoint BP 2R-LR060223CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0118
Service Date: January 25, 2006
'lrerracon
8901 Carpenter F~y, 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 23, 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: 2:31pm Plant: 6
Supplier: Potter Concrete
Truck No: 808 Ticket No: 6269730
Mix I.D. No.: 1261
Field Test Data
Test
Result
Slump, inches: 3.00
Air Content, %: 0.4
Concrete Temperaturep F: 75
Ambient Temperature,o F: 68
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 6.00 28.27
4
Sample Information
Date Cast: January 25, 2006
Technician: J. Johnson
Weather Conditions: Partly cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Sta. 19+26.35, Line A
Placement Location: Inlet
Time: 3:32pm
Specification
3-5
3-6
Date
Tested
02/01/2006
02/22/2006
02/22/2006
03/22/2006
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 103,930 3,680
28 135,170 4,780
28 136,010 4,810
Average (28 Days) 4,800
56
Comments: Not tested for plastic unit weight.
Services - Obtain samptes of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Daniel J. Drogos
Report Distribution: ~
(1) Transweslem Commercial Se~ices (1) O'Brien & Assec
(1) City of Coppell TX (1) TechniSt~ctures Reviewed by:
(1) City of Coppell TX Hussein H. Abusaad, P.E.
(1) Rogers O'Brien Conslruction Co Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AAS HTO, 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: 94051418.0182
Service Date: February 8, 2006
rl ffi!ll:on
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 23, 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: 3:40pm Plant: 7
Supplier: Lattimore
Truck No: 956 Ticket No: 7161059
Mix I.D. No.: 1851
Water Added Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Date Cast: February 8, 2006
Technician: Eric G. Jernigan
Weather Conditions: Sunny, clear, nice
Accumulative Yards: 10/10
Placement Method: Direct Discharge
Sample Locations: On NW Inlet
Placement Location: Water Main, Inlet on N side of jobsite (NE &
NVV)
Time: 4:30pm
Batch Size (cy): 10.00
Field Test Data
Test
Result
Slump, inches: 4.25
Air Content, %: 3.9
Concrete Temperature,o F: 72
Ambient Temperature,o F: 73
Plastic Unit Weight, pcf:
Laboratorv Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
3
4
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)
02/15/2006 7 103,920 3,670
02/15/2006 7 104,710 3,700
Average (7 Days) 3,690
03/08/2006 28
03/08/2006 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: Eric G. Jernigan
Report Distribution: (~
(1) Transwestern Commercial Services (1) O'Bden & Assoc
(1) City of Coppell TX (1) TechaiStructures Reviewed by;
(1) 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 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: 94051418.0192
Service Date: February 10, 2006
'lrerfacon
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 23, 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: 1:29pm Plant: 7
Supplier: Lattimore
Truck No: 947 Ticket No: 7161155
Mix I.D. No.: 1851
Water Added Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Date Cast: February 10, 2006
Technician: Chris Eubanks
Weather Conditions: Sunny, windy
Accumulative Yards: 7/7
Placement Method: Bucket
Sample Locations: See Placement Location
Placement Location: Two Inlets, Line D between Sta. 10+81.52 to
Sta. 13+69.65
Time: 2:15pm
Batch Size (cy): 7.00
Field Test Data
Test
Specification
Result
Slump, inches: 4.25
Air Content, %: 5.1
Concrete Temperaturep F: 65
Ambient Temperature,o F: 46
Plastic Unit Weight, pcf: 145.6
Laboratory Test Data
set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27 02/17/2006
1 2 6.00 28.27 02/17/2006
1 3 03/10/2006
1 4 03/10/2006
Test Method
2-4 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at
Date Test
Tested (days)
Maximum Compressive
Load Strength
(lbs) (psi)
7 128,370 4,540
7 135,540 4,790
Average (7 Days) 4,670
28
28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Chds Eubanks
Report Distribution:
Commercial Services (1) O'Brien & Assoc [~F~X ~V
(1)
Transweslern
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) 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 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: 94051418.0209
Service Date: February 15, 2006
'lrErracon
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 23, 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: 2:51pm Plant: 6
Supplier: Lattimore
Truck No: 980 Ticket No: 6271208
Mix I.D. No.: 1851
Water Added Onsite Before Test: 5Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Date Cast: February 15, 2006 Time: 3:50pm
Technician: Eric G. Jernigan
Weather Conditions: Sunny, clear, warm
Accumulative Yards: 4/4
Placement Method: Direct Discharge
Sample Locations: N Headwall
Placement Location: Headwalls, sloped at SW corner of Freeport
& Sandy Lake, NE entry of Amber Point
Field Test Data
Test
Result
Slump, inches: 3.25
Air Content, %: 2.7
Concrete Temperature,o F: 77
Ambient Temperature,o F: 80
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
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)
1 1 6.00 28.27 02/22/2006 7 125,170 4,430
1 2 6.00 28.27 02/22/2006 7 128,970 4,560
Average (7 Days) 4,500
1 3 03/15/2006 28
1 4 03/15/2006 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: Eric G. Jernigan
Report Distribution: ~
(1) Transwestern Commercial Services (1) O'Brien &Assec
(1) City of Ooppell TX (1) TechniStructures Reviewed by[
(1) City of Ooppell 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 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 1 of 1 "~ Acs~¢$'FUtJreKe¥
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0187
Service Date: February 9, 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 23, 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: 3:52pm
Supplier: Lattimore
Truck No: 5022
Mix I.D. No.: 1851
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 3
Ticket No: 3238772
5Gallons
0Gallons
Result
Slump, inches: 4.00
Air Content, %: 3.0
Concrete Temperaturep F: 63
Ambient Temperature,o F: 63
Plastic Unit Weight, pcf: 148.0
Laboratory Test Data
set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2
1 3
Sample Information
Date Cast: February 9, 2006 Time: 4:45pm
Technician: Burl E. Thomas
Weather Conditions: Clear
Accumulative Yards: 5
Placement Method: Bucket
Sample Locations: Sta. 5+15.80
Placement Location: Manhole, Sanitary Sewer along N perimeter.
Specification
Test Method
3-5 ASTM C143
4-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at
Date Test
Tested (days)
02/16/2006
03/09/2006
03/09/2006
Maximum Compressive
Load Stmngth
(lbs) (psi)
7 138,400 4,890
28
28
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) Transweslern Commercial Se~,ices (1) O'Brien & Assoc
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City ol~ 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, AASHTQ, 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: 94051418.0176
Service Date: February 7, 2006
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
At[n: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: February 23, 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: 9:16am Plant: On-site
Supplier: Potter Concrete
Truck No: 108 Ticket No: 102627
Mix I.D. No.: 7723
WaterAdded Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %: 5.1
Concrete Temperaturep F: 74
Ambient Temperature,o F: 45
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
3
4
Sample Information
Date Cast: February 7, 2006
Technician: Ira S. Haynes
Weather Conditions: Clear
Accumulative Yards: 100/203
Placement Method: Direct Discharge
Sample Locations: See attached sheet for Location #1
Placement Location: Pavement, Parking Lot
Time: 9:52am
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)
02/14/2006 7 113,320 4,010
02/14/2006 7 115,770 4,090
Average (7 Days) 4,050
03/07/2006 28
03/07/2006 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 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: 94051418.0176
Service Date: February 7, 2006
'lFerracon
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 23, 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: 11:19am Plant: On-site
Supplier: Potter Concrete
Truck No: 106 Ticket No: 102640
Mix I.D. No.: 7723
WaterAdded Onsite Before Test: 10Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %: 5.0
Concrete Temperaturep F: 75
Ambient Temperature,o F: 48
Plastic Unit Weight, pcf:
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
Sample Information
Date Cast: February 7, 2006
Technician: Ira S. Haynes
Weather Conditions: Clear
Accumulative Yards: 203/203
Placement Method: Direct Discharge
Sample Locations: See attached sketch for Location #2
Placement Location: Pavement, Parking Lot
Time: 12:03pm
Specification
Test Method
3-5 ASTM C143
3-5 ASTM C231
ASTM C1064
ASTM Cl 064
ASTM Cl 38
Age at Maximum Compressive
Date Test Load Strength
Tested (day~s) (lbs) (psi)
02/14/2006 7 114,250 4,040
02/14/2006 7 113,240 4,000
Average (7 Days) 4,020
03/07/2006 28
03/07/2006 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: Ira S. Haynes
Report Distribution:
(1) Transweslern Commercial Services (1) O'Brien & Assoc
(1) Cily of Coppell TX (1) TechniStructures Reviewed by:
(1) 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 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 SKETCH
'lrerracon
Date of Service:
Client No.:
Client:
02/07/06
50854
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Report No.:
Project No.:
Project:
94051418.0176
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Not to Scale
Southeast Side of Fire Lane
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0197
Service Date: February 13, 2006
'lr'effacon
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 23, 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: 3:19pm
Supplier: Lattimore
Truck No: 1107
Mix I.D. No.: 1851
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 7
Ticket No: 7161182
0Gallons
0 Gallons
Result
Slump, inches: 4.50
Air Content, %: 5.2
Concrete Temperaturep F: 61
Ambient Temperature,o F: 61
Plastic Unit Weight, pcf: 147.6
Laboratory Test Data
Set specimen Diameter Area
No. ID (inches) (sq. inches)
Sample Information
Date Cast: February 13, 2006
Technician: Barry Cuble
Weather Conditions: Sunny, mild
Accumulative Yards: 10/10
Placement Method: Direct Discharge
Sample Locations: See Placement Location
Placement Location: 8" Double Check Vault, NE
Specification
Time: 4:15pm
Batch Size (cy): 10.00
3-5
3-6
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 02/20/2006 7 134,810 4,770
1 2 6.00 28.27 02/20/2006 7 133,130 4,710
Average (7 Days) 4,740
I 3 03/13/2006 28
1 4 03/13/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Barry Cuble
Report Distribution:
Transwestern Commercial Services (1) O'Brien & Assoc
(1)
(1) City of Coppe]l TX (1) TechniStructures Reviewed by: _ .
(1) City of Coppell TX Hussein H. Abusaad, P.E,
(1) Rogers O'Brien Construction Co Senior Project Manager
The tests were performed in genera[ accordance with applicable ASTM, AASHTO, or DOT test methods. This repot[ 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
Report Number: 94051418.0196
Service Date: February 13, 2006
'lrl ffacon
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 23, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Lab Test Data Proiect Requirement~
Material Information Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Material Laboratory Content Weight Content Unit Weight
No. Test Method Description and Classification (%) (pot) (%) (% compaction)
1 514180001 ASTM D 698 Brown clay w/sand 19.0 101.2 -2/+2 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elev. No. (inches) (%) (pct) (% compaction)
Water Line, Line A
575 Std. 9+50 3' BFG 1 6 19.4 99.9 99
576 Std. 9+50 2' BFG 1 6 19.0 100.8 100
577 Sta. 9+50 I'BFG 1 6 19.6 100.0 99
578 Std. 9+50 Final 1 6 19,4 100.2 99
579 Sta. 12+00 2'BFG 1 6 19.0 101.9 100+
580 Std. 12+00 1' BFG 1 6 19.4 102.0 100+
581 Std. 12+00 Final 1 6 19.1 101.7 100
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;ASTM D2922, ASTM D3017
Technician: Armando Rendon
Field Results Repoded To: Superintendent
Report Distribution: ~
(1) Transwestern Commercial Services (1) O'Brien & Assoc
(1) City of Coppe]i TX (1) TechniStructures Reviewed by:
(1) 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, AAS HTO, 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
Report Number: 94051418.0190
Service Date: February 10, 2006
'irl ffaron
6901 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 23, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Ma terial In formation
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
(%) (pc0 (%) (% compaction)
1
2 514180001 ASTM D 698 Brown clay w/sand
Field Test Data
Test
No. Test Location
514180003 ASTM D 698 Reddish brown sandy clay
14.8 112.3 -2/+2 95
19.0 101.2 -2/+2 95
Probe Water Dry Unit Dry Unit
LiflJ Mat. Depth Content Weight Weight
Elev. No. (inches) (%) (pc0 (% compaction)
Water Line, Line A
568 Sta. 3+50 2' BFG 2 6 19.9 101.1 100
569 Sra. 3+50 1' BFG 2 6 20.4 100.6 99
570 Sta. 3+50 Final 2 6 20.6 100.3 99
571 Sta. 6+50 3'BFG 2 6 20.1 101.0 100
572 Sra. 6+50 2' BFG 2 6 20.7 100.8 100
573 Sta. 6+50 1' BFG 2 6 20.5 100.4 99
574 Sra. 6+50 Final 2 6 20.2 100.9 100
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:ASTM D2922, ASTM D3017
Technician: Armando Rendon
Field Results Reported To: Superintendent
Report Distribution:
(1) Transwestern Commercial Se~ices (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'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.
REPORT OF REINFORCING STEEL OBSERVATION
'l l!!ffal::on
Date of Service: 02/23/06 Report No,:
Client No.: 50854 Project No.:
Client: Transwestem Commercial Services Project:
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Services:
Drawings Utilized:
94051418.0219
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Civil - C2.01
Locations/Items Observed: Pavement, S Parking Lot 310' x 34'
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type
Bar Size X Proper Bar Placer~nt X Stirrup Spacing & Type
Bar Grade X Properly Tied X Welded Splices
Rebar Clean X Dowel Bars in Place X Mechanical Splices
Trash & Debris Removed X Proper Bar Supports X Lapped Splices X
Number of Bars X Proper Cover/Clearance X
Discrepancies/Comments: Any discrepancies found were corrected at the time of this observation unless otherwise
noted.
Field Results Report To:
Technician: B. Cuble
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
309pdr
(1) Rogers O'Brien Construction Co
(1) O'Brien & Assoc
(1) TechniStructures
Hu~,~. Abusaad, P.E.
Senior Project Manager
This raped is exclusively for the use of the client indicated above and shall not be reproduced without written approval of Terracon
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WATER INJECTION OBSERVATION 8901Carpen[er Frwy., Suite #100
(214) 630-~010
Date of Service: 02/23/06 Report No.:
Client No.: 50854 Project No.:
Client: Transwestern Commercial Services Project:
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
94051418.0224
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppetl, TX
Location:
Building #6, see attached sketch
General Contractor: Rogers-O'Brien
Injector: Jowell
Procedure:
On this date, a Terracon technician observed the injection of water at this site. During the
injection process, the following observations were recorded.
Pass No.: 2nd No. of Probes: 4 Probe Length: 10 feet
OBSERVATION
SPECIFICATION Yes No N/A
Surfactant added to each load. X
Injection pressure 50 to 200 psi at manifold. X
Injection downward in 18 inch intervals. X
Total depth of injection was 7 feet. X
Spacing of injection was 5 feet maximum. X
Injection to refusal at each location. X
Comments:
Field Results Report To:
Technician: A. Rodriguez
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
(1) Rogers O'Brien Construction Co
(1) O'Brien & Assoc
(1) TechniStructures
Huss ~e~ff'-Ei~. Abusaad, P.E.
Senior Project Manager
99pdr This reporl is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of Terracon.
WATER INJECTION OBSERVATION SKETCH
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8901 Carpenter Frwy, Suite #100
Dallas, Texas 75247
(214) 630-1010
Date of Service:
Client No.:
Client:
02/23/06
50854
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Report No.:
Project No.:
Project:
94051418.0224
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Not to Scale
170'
420'
N