Northpoint Dr-LR020531FIELD DENSITY TESTING
Report Number: 94021029.0206
Service Date: April 11, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: May 31, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
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. 210290171 ASTM D 698 Reddish dk brown sandy clay (lime treated)
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
19.2
103.1 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
Subgrade Around Pier Caps
302 Grid line I/5 At Grade 1 6 20.6 100.2 97
303 Grid line I/4 At Grade 1 6 21.9 99.1 96
304 Grid line 1/3 At Grade 1 6 21.3 98.6 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:
Field Results Reported To: Contractor/Brian
Technician: Brad Rengstorff
Repod Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell - BIdg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC E<~ng
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 1 of 1 oT.s~oT.~.~K~y
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0030
Service Date: May 2, 2002
8901 Carpenter Fn~,y., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: May 31,2002
Proje~: Northpoint Drive &
AsSoclat~J Utilities
Coppell, Texas
Project Number: 94021061
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 10:58am
Supplier: Potter
Truck No: 107
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen
No. ID
I 1
1 2
Ticket No: 613578
Sample Information
Sample Time: 11:50am Date Cast: May 2, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Canal Wside
Placement Location: Canal
1 3
I 4
Result Specification Test Method
5.00 3- 5" ASTM C-143
5.4 4 - 6% ASTM C-231
85 950 ASTM C1064
73 ASTM C-1064
Services -
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psi)
6.00 28.27 05/09/2002 7 139,920 4,950
6.00 28.27 05/09/2002 7 137,180 4,850
6.00 28127 05/30/2002
6.00 28.27 05/30/2002
Avrage 4,900
163,170 ~
161,700
rage 5,750
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin Arandia
Report Distribution:
(1) Transwestern Commercial Services
(1) Glenn Thurman Inc
(1) Halff Associates
(1) City of Coppell - BIdg Insp
(1) State Farm Insurance
(1) Moss Construction
Reviewed by: HBC Engi,~
Eugene Harbour
(1) City of Coppell - Engineering 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 w~thout 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
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0042
Service Date: May 23, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: May 31,2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
ENGINF~E RINC5
8901 Carpenter Fn,w., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2328
Plant: I
Ticket No:
Sample Information
Sample Time: 8:10am Date Cast: May 23, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 150
Placement Method: Direct Discharge
Sample Locations: N Point Rd, Sta. 24+60
Placement Location: Pavement- S of Sandy Lake Road
Field Test Data
Test
Result
Slump, inches: 3.00
Air Content, %: 4.0
Concrete Temperature, o F: 67
Ambient Temperature, o F: 80
Plastic Unit Weight, pcf: 148.0
Laboratory Test Data
Specification
Test Method
ASTM C-143
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)
1 1 6.00 28.27 05/30/2002 7 97,990 3,470
I 2 6.00 28.27 05/30/2002 7 94,750 3,350
Average 3,410
I 3 06/20/2002 28
1 4 06/20/2002 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 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0042
Service Date: May 23, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: May 31,2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2328
Plant: 1
Ticket No:
Sample Information
Sample Time: 9:10am Date Cast: May 23, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 300
Placement Method: Direct Discharge
Sample Locations: N Point Road, Sta. 26+50
Placement Location: See page 1
Field Test Data
Test
Result
Slump, inches: 3.00
Air Content, %: 4.6
Concrete Temperature,° F: 80
Ambient Temperature, o F: 71
Plastic Unit Weight, pcf: 148.8
Laboratory Test Data
set Specimen Diameter Area
No. ID (inches) (sq. inches)
Specification Test Method
ASTM C-143
ASTM C-231
ASTM Cl 064
ASTM C-1064
Age at
Date Test
Tested (days)
2 1 6.00 28.27 05/30/2002 7
2 2 6.00 28.27 05/30~2002 7
Average
2 3 06/20/2002 28
2 4 06/20/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
112,730 3,990
109,330 3,870
3,930
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 3
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0042
Service Date: May 23, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: May 31,2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2328
Plant: 1
Ticket No:
Sample Information
Sample Time: 10:10am Date Cast: May 23, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 450
Placement Method: Direct Discharge
Sample Locations: N Point Road, Sta. 28+20
Placement Location: See page 1
Field Test Data
Test
Result
Slump, inches: 3.00
Air Content, %: 4.6
Concrete Temperature,° F: 80
Ambient Temperature, o F: 72
Plastic Unit Weight, pcf: 148.2
Laboratory Test Data
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C 1064
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 05/30/2002 7 92,920 3,290
3 2 6.00 28.27 05/30/2002 7 98,480 3,480
Average 3,390
3 3 06/20/2002 28
3 4 06/20/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin Arandia
Report Distribution:
(1) Transwestern Commercial Services
(1) Glenn Thurman Inc
(1) Halff Associates
(1) City of Coppell - Bldg Insp
(1) State Farm Insurance
(1) Moss Construction
Reviewed by:
HBC En~
Eugene Harbour
(1) City of Coppeil - Engineering Principal
The tests were performed in general accordance with applicable ASTM, AAS HTO, or DOT test methods. This repert is exclusively for the use of the c~ent
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 propedies of other apparently similar or identical
materials. Page 3 of 3
COI~CRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0043
Service Date: May 23, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: May 31,2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter FnNy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3600 psi (~ 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2329
Plant: 1
Ticket No:
Sample Information
Sample Time: 11:45am Date Cast: May 23, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 600
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Pavement- SW of Amberpoint
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.25
3.8
80
73
147.0
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
I 1 6.00 28.27
I 2 6.00 28.27
I 3 6.00 28.27
Sample location: N Point Rd. approach to
water tower entrance
1 4
1 5
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
05/28/2002 5 90,660 3,210
05/28/2002 5 97,030 3,430
Average 3,320
05/30/2002 7 112,580 3,980
06/20/2002 28
06/20/2002 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, 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 approval of Terracon. Test resutts 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 2
CO~CRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0043
Service Date: May 23, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: May 31,2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
Material Information
Specified Strength: 3600 psi (~ 28 Days
Batch Time: Plant: 1
Supplier: GTI
Truck No: Ticket No:
Mix I.D. No.: 2329
Field Test Data
Test
Sample Information
Sample Time: 3:30pm Date Cast: May 23, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 600
Placement Method: Direct Discharge
Sample Locations: N Point Road 1+75
Placement Location: See page I
Specification Test Method
Result
Slump, inches: 5.50
Air Content, %: 3.6
Concrete Temperature,° F: 80
Ambient Temperature,° F: 77
Plastic Unit Weight, pcf: 146.6
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
ASTM C-143
ASTM C-231
ASTM C 1064
ASTM C-1064
ASTM C-138
2 1 6.00 28.27 05/27/2002 4 97,960 3,460
2 2 6.00 28.27 05/30/2002 7 110,830 3,920
2 3 6.00 28.27 05/30/2002 7 107,750 3,810
Average 3,870
2 4 06/20/2002 28
2 5 06/20/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin Arandia
Report Distribution:
(1) Transwestern Commercial Services
(1) Glenn Thurman Inc
(1) Halff Associates
(1) City of Coppell - Engineering
(1) City of Coppell- Bldg Insp
(1) State Farm Insurance
(1) Moss Construction
Reviewed by_.'
HBC En~g
Eugene Harbour
Pdncipal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the cr~e~
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 2