Amberpoint BP 2R-LR060207LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051418,0069
Service Date: January 12, 2006
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'lrerracon
8901 Carpenter Frw,/, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: February 07, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project Number: 94051418
Material Information
Contractor: Rogers-O'Br[en Construction Co
Source of Material: Native Material
Proposed Use: Common Fill
USCS: CL
Sample Information
Sampled By: Armando Rendon
Sample Location: Building Pad ~4
Sample Description: Brown and gray clay w/sand (lime
treated)
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D 698
Method A
Moist Method
Mechanical
Maximum Dry Unit Weight, pcf: 97.7
Result Specifications
Optimum Water Content, %: 24.3
Liquid Limit: 37
Plastic Limit: 24
Plasticity Index: 13
% Passing #200: NA
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
\
/--,,,
/
\
xx,
Services- Moisture-Density Relations
Report Distribution: Technician:Armando Rendon
(1) Transwestem Commercial Services (1) O'Brien & Assoc ~
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX HusseinVH. Abusaad, P.E.
(1) Rogers O'Bden Construction Co Senior Project Manager
The tests were performed in genera] 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: 94051418.0125
Service Date: January 26, 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 07, 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: Plant: 2
Supplier: Potter Concrete
Truck No: Ticket No:
Mix I.D. No.: 7723
Field Test Data
Test Result
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
Sample Information
Date Cast: January 26, 2006 Time:
Technician: Sampled by contractor
Weather Conditions:
Placement Method: Direct Discharge
Sample Locations:
Placement Location: Pavement - Parking Lot, SW corner
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)
02/02/2006 7 80,730 2,850
1 2 02/23/2006 28
1 3 02/23/2006 28
4
03/23/2006 56
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
Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0125
Service Date: January 26, 2006
']rerracon
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 07, 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: 8:44am Plant: 2
Supplier: Potter Concrete
Truck No: 103 Ticket No: 102412
Mix I.D. No.: 7723
Field Test Data
Test
Result
Slump, inches: 5.25
Air Content, %: 4.5
Concrete Temperature, o F: 56
Ambient Temperature, o F: 68
Plastic Unit Weight, pcf: 146.2
LaboratorF Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
Sample Information
Date Cast: January 26, 2006 Time:9:19am
Technician: Daniel J. Drogos
Weather Conditions:Cloudy, calm
Accumulative Yards: 327
Placement Method: Direct Discharge
Sample Locations: Approx. 315' E & 30' N of SW corner
Placement Location: Pavement- Parking Lot, SW corner
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)
2 1 6.00 28.27 02/02/2006 7 104,560 3,700
2 2 02/23/2006 28
2 3 02/23/2006 28
2 4 03/23/2006 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Daniel J. Drogos
Report Distribution:
(1) Transwestern Commercial Services (1) O'Brien & Assoc ('~f"~ ~/
(1) City of Coppefl TX (1) TechniStructures Reviewed by:
(1) City of Coppe[I TX Hussein H. Abusaad, P.E.
(1) Rogers O'Brien Conslruclion 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.
· FIELD DENSITY TESTING
Report Number: 94051418.0147
Service Date: February 1, 2006
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'lrerfacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: February 07, 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 Requirement~
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
(%) (pct~ (%) (% compaction)
1 514180001 ASTMD698
2 514180003 ASTM D 698
3 514180001 ASTM D 698
Field Test Data
Test
NO.
Brown clay w/sand
Reddish brown sandy clay
Brown clay w/sand
Lift/
Test Location Elev.
19.0 101.2 -2/+2 95
14.8 112.3 -2/+2 95
19,0 101.2 >/= +3 93
Probe Water Dry Unit Dry Unit
Mat. Depth Content Weight Weight
No. (inches) (%) (pCT') (% compaction)
Water Line, Line B
500 Sta. 9+50 3' BFG 1 6 19.4 99.9 99
501 Sta. 9+50 2' BFG 1 6 19.7 100.4 99
502 Sra. 9+50 1' BFG 1 6 19.2 100.9 100
503 Sta. 9+50 Final 1 6 19.0 101.1 100
504 Sta. 6+50 3' BFG 1 6 18.5 101.4 100
505 Sra. 6+50 2' BFG 1 6 18.8 102.0 100+
506 Sta. 6+50 I'BFG 1 6 19,3 101.7 100
507 Sta. 6+50 Final 1 6 19.6 101.6 100
508 Sra. 3+50 3' BFG 2 6 16.1 110.5 98
509 Sta. 3+50 2' BFG 2 6 16.6 110.1 98
510 Sta. 3+50 1' BFG 2 6 15.9 111.2 99
511 Sta. 3+50 Final 2 6 16.4 110.7 99
Waste Water, Building #4
512 Retest of Test ~f-492, dated 01/27/06 3 6 24.6 97.2 96
513 Retest of Test #493, dated 01/27/06 1 6 20.1 98.7 98
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 'lrEffi!ilcon
Client:Transwestem Commercial Services
Project Number:94051418
Report Number: 94051418.0147
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elev. No. (inches)
514 Retest of Test #494, dated 01/27/06 3 6
515 Retest of Test #495, dated 01/27/06 1 6
516 30' S & 80' E of NW comer of building 2'BFG 3 6
517 30' S & 80' E of NW corner of building Final 1 6
518 30' S & 300' E of NW comer of building 2'BFG 3 6
519 30' S & 300' E of NW corner of building Final I 6
520 30' S & 500' E of NW corner of building 2' BFG 3 6
521 30' S & 500' E of NW corner of building Final 1 6
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pc0 (% compaction)
24.9 96.8 96
20.6 99.3 98
23.4 96.5 95
19.6 99,7 99
23.0 95.9 95
20.8 99.5 98
23.1 95.7 95
20.2 98.9 98
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 Services (1) O'Brien & Assoc ~-~ J
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX
(1) Rogers O'Brien Construction Ce 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 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.