Amberpoint BP-LR020711FIELD DENSITY TESTING
Report Number: 94021029.0327
Service Date: June 28, 2002
]_~NGINEEPdNG
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: July 11,2002
Project:Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project Number: 94021029
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1. ASTM D-698 Dk & reed clay w/rock 24.6 92.3 =/> +3 92
2. ASTM D-698 Reddish brown clayey sandy w/limestone 22.2 97.0 -1/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pot) (% compaction)
332 Grid line O/10.9 1st I 6 29.5 91.2 99
333 Grid line L/10.9 1st 1 6 27.8 86.4 94
334 Grid line J/10.9 2nd 1 6 28.9 92.6 100
335 Grid line G.5/10.9 2nd 1 6 27.6 88.5 96
336 Grid line F/10.9 at Grade 2 6 21.2 97.2 100
337 Grid line D/10.9 at Grade 2 6 24.4 94.3 97
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:
Technician: Phillip R. Green
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures
(1) City of Coppell - Constr Insp
HBC Eng~
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd Reviewed by:
(1) Halff Assoc Inc Eugene Hard,our
(1) State Farm insurance
Principal
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 approval of Terracon. 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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0303
Service Date: June 11,2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
ENGINF~ERING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 11,2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project Number: 94021029
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 5:31am
Supplier: Potter
Truck No: 105
Mix I.D. No.: 7752
Plant: 16
Ticket No: 614051
Accumulative Yards:
Placement Method:
Sample Locations:
Placement Location:
Sample Information
Sample Time: 6:15am Date Cast: June 11,2002
Technician: Joseph B. Gordon
Weather Conditions: Clear 10
Direct Discharge
See placement location
Paving- NW corner of building to SW
corner of building & SW corner of building
to SW loading dock to 20' W of W wall
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.75
4.2
76
74
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 I 6.00 28,27
1 2 6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
Services -
Sample location: 30' S of NW corner of
building & 12'W of W wall
Specification Test Method
4-6 ASTM C-143
3-6 ASTM C-231
ASTM Cl 064
ASTM C- 1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
06/18/2002 7 101,050 3,570
06/1812002 7 101,490 3,590
Average 3,580
07/09/2002 28 129,010 4,560
07/09/2002 28 129,100 4,570
Average 4,570
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 repod is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. 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, e~-~w~o,-~,,~.
Page 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0303
Service Date: June 11, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: July 11, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project Number: 94021029
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 6:27am Plant: 16
Supplier: Potter
Truck No: 105
Mix I.D. No.: 7752
Ticket No: 059
Sample Information
Sample Time: 7:05am Date Cast:June 11,2002
Technician: Joseph B. Gordon
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: See page I
Sample location: 70' S of NW corner of
building & 6' W of W wall
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.00 4-6 ASTM C-143
Air Content, %: 4.6 3-6 ASTM C-231
Concrete Temperature,o F: 76 ASTM C1064
Ambient Temperature, o F: 73 ASTM C-1064
Plastic Unit Weight, pcf:
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 06/18/2002 7 102,780 3,630
2 2 6.00 28.27 06/18/2002 7 108,480 3,840
Average 3,740
2 3 6.00 28.27 07/09/2002 28 116,500 4,120
2 4 6.00 28.27 07/09/2002 28 120,430 4,260
Average 4,190
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 approval of Terracon. 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 2 of 4 O~LW~,-F,~,,,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0303
Service Date: June 11,2002
8901 Carpenter Frwy,, Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: July 11,2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project Number: 94021029
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 8:11am Plant: 16
Supplier: Potter
Truck No: 112
Mix I.D. No.: 7752
Ticket No: 614072
Sample Information
sample Time: 9:05am Date Cast: June 11,2002
Technician: Joseph B. Gordon
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: See page 1
Sample location: 40' N of SW corner of
building & 12' W of W wall
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.75 4-6 ASTM C-143
Air Content, %: 4.1 3-6 ASTM C-231
Concrete Temperature, o F: 85 ASTM Cl 064
Ambient Temperature, o F: 82 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
3 1 6.00 28.27 06/18/2002 7 101,670 3,600
3 2 6.00 28.27 06/18/2002 7 102,900 3,640
Average 3,620
3 3 6.00 28.27 07/09/2002 28 133,840 4,730
3 4 6.00 28.27 07/09/2002 28 127,610 4,510
Average 4,620
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, er 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 approval of Terracon. 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 4 o,.~Lw~0~-r.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0303
Service Date: June 11,2002
ENGI NEEP. ING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: July 11, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project Number: 94021029
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 9:21am Plant: 16
Supplier: Potter
Truck No: 112
Mix I.D. No.: 7752
Ticket No: 614080
Sample Information
Sample Time: 10:10am Date Cast:June 11,2002
Technician: Joseph B. Gordon
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: SW loading dock, 10' S of S wall
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches:' 6.00 4-6 ASTM C-143
Air Content, %: 4.5 3-6 ASTM C-231
Concrete Temperature,° F: 83 ASTM C1064
Ambient Temperature, o F: 79 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
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 06/18/2002 7 108,520 3,840
4 2 6.00 28.27 06/18/2002 7 102,470 3,620
Average 3,730
4 3 6.00 28.27 07/09/2002 28 130,980 4,630
4 4 6.00 28.27 07/09/2002 28 132,550 4,690
Average 4,660
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Joseph B. Gordon
Report Distribution:
(1) Transwestem Commercial Services
(1) O'Brien & Assoc
(1) TechniStructures
(1) City of Coppell - Constr Insp
(1) City of Coppell - BIdg Insp
(1) Hill & Wilkinson
(1) Halff Assoc Inc
(1) State Farm Insurance
Reviewed by:
HBC Engi~~
Eugene Harbour
Principal
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 approval of Terracon. 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 4 of 4