Amberpoint BP-LR020703FIELD DENSITY TESTING
Report Number: 94021029.0315
Service Date: June 24, 2002
ENGiN£E PdNG
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 03, 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 Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1. 210290103 ASTM D 698 Med brown silty clay
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Sidewalk, E Side of Building
317 2' E & 40' N of SE corner of Building
318 2' E & 125' N of SE corner of building
319 2' E & 60' S of NE corner of building
18,5
102.0 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pct') (% compaction)
At Grade 1 6 19.0 98.9 97
At Grade 1 6 18.5 101.0 99
At Grade 1 6 17.6 103.1 100+
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 Green
Report Distribution:
(1) Transwestem Commercial Services
(1) O'Brien & Assoc
(1) TechniStructures
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson
(1) HalffAssoc Inc
(1) State Farm Insurance
Reviewed by:
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
FIELD DENSITY TESTING
Report Number: 94021029.0308
Service Date: June 20, 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 03, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project Number: 94021029
Material Information Lab Test Data. Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pcf) (%) (% compaction)
1. ASTM D-698 Dk brown clay 22.4 99.9 -2/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pct') (% compaction)
Sidewalk, W Side of Building
313 100' N of SW corner Final 1 6 21.4 98.1 98
314 200' N of SW corner Final 1 6 22.6 96.1 96
315 300 ....... Final 1 6 22.1 97.2 97
316 400 ..... Final 1 6 21.4 96.0 96
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
Gauge ID:
Technician: William Rice
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Assoc
(1) TechniStructures
(1) City of Coppell - Constr Insp
(1) City of Coppelt - Bldg Insp
(1) Hill & Wilkinson
(1) Halff Assoc Inc
(1) State Farm Insurance
Reviewed by:
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
F~eport Number: 94021029.0318
Service Date: June 25, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: July 03, 2002
Project: Amberpoint Building No. 1
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 6:11am
Supplier: Potter
Truck No: 115
Mix I.D. No.: 7752
Plant: 16
Ticket No: 614184
Sample Information
Sample Time: 6:32am Date Cast: June 25, 2002
Technician: Joey Gordon
Weather Conditions: Clear
Accumulative Yards: 500
Placement Method: Pump
Sample Locations: 30' E of loading dock & 30' N of bldg.
Placement Location: Paving- NW loading dock, 100' E of loading
dock & 200' N of building, NW corner of
building 30'W & 110' S, SE loading dock
ramp, 90'W & 110' S, SE loading
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result Specification Test Method
5.25 4-6 ASTM C-143
4.4 3-6 ASTM C-231
85 ASTM Cl 064
77 ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 07/02/2002 7 111,450 3,940
1 2 6.00 28.27 07/02/2002 7 99,220 3,510
Average 3,730
I 3 07/23/2002 28
1 4 07/23/2002 28
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
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 1 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
.~,eport Number: 94021029.0318
Service Date: June 25, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 03, 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: 6:55am
Supplier: Potter
Truck No: 111
Mix I.D. No.: 7752
Plant: 16
Ticket No: 614193
Sample Information
Sample Time: 7:20am Date Cast:June 25, 2002
Technician: Joseph Gordon
Weather Conditions: Clear
Accumulative Yards: 500
Placement Method: Pump
Sample Locations: See placement location
Placement Location: See page 1
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.00
4.1
84
79
Sample location: 45' E of NW loading dock
& 95' N of bldg.
Specification Test Method
4-6 ASTM C-143
3-6 ASTM C-231
ASTM C1064
ASTM C-1064
Age at
Test Load
(days) (lbs)
Set Specimen Diameter Area Date
No. ID (inches) _(sq. inches) Tested
2 1 6.00 28.27 07/02/2002 7 111,460
2 2 6.00 28.27 07/02/2002 7 115,210
Average
2 3 07/23/2002 28
2 4 07/23/2002 28
Maximum Compressive
Strength
(psi)
3,940
4,070
4,010
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~ 0~.LLW/R914-t~r~ Key
Page 2 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
~.~,eport Number: 94021029.0318
Service Date: June 25, 2002
ENGINEEriNG
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 03, 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: 8:37am Plant: 16
Supplier: Potter
Truck No: 110
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 5.75
Air Content, %: 4.9
Concrete Temperature,o F: 87
Ambient Temperature, o F: 83
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 614205
Sample Information
Sample Time: 9:05am Date Cast: June 25, 2002
Technician: Joseph Gordon
Weather Conditions: Clear
Accumulative Yards: 500
Placement Method: Pump
Sample Locations: See placement location
Placement Location: See page 1
Sample location: 20' W of NW corner of
building & 90' S
Specification Test Method
4-6 ASTM C-143
3-6 ASTM C-231
ASTM C1064
ASTM C-1064
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 07/02/2002 7 98,140 3,470
3 2 6.00 28.27 07/02/2002 7 88,790 3,140
Average 3,310
3 3 07/23/2002 28
3 4 07/23/2002 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 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 5 o~.~w~..~,o
CONCRETE COMPRESSIVE STRENGTH TEST
~eport Number: 94021029.0318
Service Date: June 25, 2002
Carpenter Frwy., Suite #100
DalIss, Texas ?§247
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd Ste 600W
Dallas TX 75244
Report Date: July 03, 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: 10:28am Plant: 16
Supplier: Potter
Truck No: 110
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 5.75
Air Content, %: 5.4
Concrete Temperature,o F: 93
Ambient Temperature, o F: 88
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 614218
Sample Information
sample Time: 11:20am Date Cast: June 25, 2002
Technician: Joseph Gordon
Weather Conditions: Clear
Accumulative Yards: 500
Placement Method: Pump
Sample Locations: See placement location
Placement Location: See page 1
Sample location: 40' W of SE loading dock
ramp & 10' S of building
Specification Test Method
4-6 ASTM C-143
3-6 ASTM C-231
ASTM C1064
ASTM C-1064
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 07/02/2002 7 93,810 3,320
4 2 6.00 28.27 07/02/2002 7 93,820 3,320
Average 3,320
4 3 07/23/2002 28
4 4 07/23/2002 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 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 5 o~.~Lw~.o~-~,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0318
Service Date: June 25, 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 03, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. ~ Coppell
Coppell, TX
Project Number: 94021029
Ma terial In formation
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 12:23pm
Supplier: Potter
Truck No: 111
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 4.1
Concrete Temperature,o F: 94
Ambient Temperature, o F: 89
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 614225
Sample Information
Sample Time: Date Cast: June 25, 2002
Technician: Joseph Gordon
Weather Conditions: Clear
Placement Method: Pump
Sample Locations: SW loading dock ramp
Placement Location: See page 1
Specification Test Method
4-6 ASTM C-143
3-6 ASTM C-231
ASTM C1064
ASTM C-1064
Age at
Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
5 1 6.00 28.27 07/02/2002 7 113,850 4,030
5 2 6.00 28.27 07/02/2002 7 115,340 4,080
Average 4,060
5 3 07/23/2002 28
5 4 07/23/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Joseph Gordon
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Assoc
(1) TechniStructures
(1) City of Coppell - Constr Insp
(1) City of Coppell- Bldg Insp
(1) Hill & Wilkinson
(1) Halff Assoc Inc
(1) State Farm Insurance
Reviewed by:
HBC En7
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 5 of 5 ~.~w~o~-~,K,~