Amberpoint BP-LR020628LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021029.0307
Service Date: June 18, 2002
Client: Transwestem Commemial Services
Attn: Jim GasPard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: June 28, 2002
Project: Amberpoint Building No. 1
8901 Carpenter Fn~/., Suite #100
Dallas, Texas 75247
(214) 830-1010
Amberpoint Bus. Pk. ~ Coppell
Coppell, TX
Project Number: 94021029
Material Information
Contractor: Hill & Wilkinson
Source of Material:Off-site borrow
Proposed Use: Select Fill
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D 698
Method A
Moist Method
Mechanical
Maximum Dry Unit Weight, pcf: 123.1
Optimum Water Content, %: 10.1
Sample Information
Sampled By: Hughes, Bryan
Sample Location: Imported material stockpiled behind tilt
wall
Sample Description: Reddish tan clayey sand
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing ~200:
% Passing #40:
USCS:
Moisture Density Relations
Result Specifications
25
15
10
Zero Air Voids Curve for assumed specific gravity 2.65
Services. Moisture-Density Relations
Technician: Bryan Hughes
Report Distribution:
(1) Trenswestern Commemial Ser/ic, es
(1) o'~en & Aeson
(1) TechniStructursa
(1) c~y of Cpppell - Constr Inpp
(1) c~y of coppe~ - Bldg In~p
(1) Hill & Wilkinson
(1) Halff Aesoc In(=
(1) State Farm Insurance
Reviewed by:.
E Eugene Harbour
Prmip~
The tests were performed in general ag~ordance with applicabis ASTM, AASHTO, or DOT test methods. This report is exclualvety for the uae of the client
indicated above and shall not be reproduced except in full without the written approval of Te~. 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: 94021029.0310
Service Date: June 20, 2002
Client: Transwestem Commemial Services
Attn: Jim Gasperd
5001 Spdng Valley Rd Ste 600W
Dallas TX 75244
8901 Carpenter Fha/., Sul~e #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 28, 2002
Proje¢~ng No. 1
Coppe,
Coppell, TX
Project Number: 94021029
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 4:33am
Supplier: Potter
Track No: 104
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 614136
Sample Information
Sample Time: 4:33am Date Cast: June 20, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 30
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Pavement- S & SE of building
(See attached sketch)
Result Specification Test Method
5.00 ASTM C-143
82 ^STM C1064
76 ASTM C-1064
Age at
Date Test
Tested (days)
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27 06/27/2002 7
I 2 6.00 28.27 06/27/2002 7 121,780
Average
I 3 07118/2002 28
1 4 07/1812002 28
Maximum Compressive
Load Strength
(~bs) . (ps0
126,650 F 4,480
' llk~,310
4,400
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were petformod in general accordance with apl~iceble ASTM, AASHTO, or DOT test methods. This report is exc, luslvely for the use of the clie~]
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 outer apparently similar or identical
materials.
Page I of 5 o,-u.,,,~,.~,,,, ~
CONCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94021029.0310
Service Date: June 20, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
8901 Carpenter Fwe/., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 28, 2002
Project~ Amberpoint Building No. 1
Amberpoint Bus. Pk. t~ Coppell
Coppell, TX
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 5:37am
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
Ticket No: 614145
Sample Information
Sample Time: 6:00am Date Cast: June 20, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 120
Placement Method: Pump
Sample Locations: See page 1
Placement Location: Pavement- SW of building & S & SE of
building
2 3
2 4
Result Specification Test Method
6.00 ASTM C-143
80 ASTM C1064
77 ASTM C-1064
Age at
Set Specimen Diameter Area Date Test Load St~p~th
No. ID (inches) (~ Tested (days). (lbs)
2 1 6.00 28.27 06127/2002 7 98,850 3,500
2 2 6.00 28.27 06/2712002 ' 7 100,940 3,570
Average 3,540
07/18/2002 28
07/18/2002 28
Maximum Compressive
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast comp~-esslve
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 olisnt
indicated above and shall nM be reproduced exce~ In full without the written approval of Terracen. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are nM necessarily indicative of the properties of other apparently simiisr or identical
materials.
Page 2 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94021029.0310
Service Date: June 20, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
8901 Carpenter Fray., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 28, 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: 7:09am
Supplieri Potter
Truck No: 104
Mix I.D. No.: 7752
Plant: 16
Ticket No: 614157
Sample Information
Sample Time: 7:40am Date Cast: June 20, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 240
Placement Method: Pump
Sample Locations: See page 1
Placement Location: Pavement- S & SE of building
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.00 ASTM C-143
Air Content, %:
Concrete Temperature? F: 80 ASTM C1064
Ambient Temperature, o F: 79 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (scI. inches) Tested (days)
3 1 6.00 28.27 06/27/2002. 7
3 2 6.00 28.27 06/2712002 7
Average
3 3 07/18~2002 28
3 4 07/18/2002 28
Maximum Compressive
Load St~ep~th
107,180 3,790
111 ,.850 3,960
3,880
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 rnMheds. This report is exclusively for the usa of the client
indicated above and shall not be reproduced e~cap~ in full without the written approval of Tenacon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and ara not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 3 of 5 ~w~,=,, ~
CONCRETE COMPRESSIVE STRENGTH TEST
· 'Report Number: 94021029.0310
service Date: June 20, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
8901 Carper~er Rwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 28, 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: 8:30am
Supplier:. Potter
Truck No: 108
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 614165
Sample Information
Sample Time: 9:20am Date Cast: June 20, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 320
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: Pavement- S & SE of building
4 3
4 4
Result Specification Test Method
5.00 ASTM C-143
80 ASTM C1064
84 ASTM C-1064
Maximum Compressive
Age at
Set Specimen Diameter. Area Date Test Load St~.~h
No. ID (inches} (sct. inches) Tested (days) ~lbs~
4 1 6.00 28.27 06/27/2002 7 110,190 3,900
4 2 6.00 28.27 06/27/2002 7 111,200 3,930
Average - 3,920
07/18/2002 28
07/1812002 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 exce~ in full without the w~en approval of Ten'aeon. 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 apparen~ similar or identical
materials.
Page 4 of 5 ~'~'"'~"'
CONCRETE COMPRESSIVE STRENGTH TEST
'Report Number: 94021029.0310
Service Date: June 20, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #t00
Dallas, Texas 75247
(214) 630-1010
Report Date: June 28, 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: 10:35am Plant: 16
Supplier: Potter
Truck No: 420
Mix I.D. No.: 7752
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.75
85
Ticket No: 614175
Sample Information
Sample Time: 11:00am Date Cast: June 20, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy'
Accumulative Yards: 420
Placement Method: Pump
Sample Locations: See page 1
Placement Location: Pavement- SW of building
Specification
Test Method
ASTM C-143
ASTM C1064
ASTM C-1064
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
5 1 6.00 28.27 06/27/2002 7
5 2 6.00 28.27 06/27/2002 7
5 3 07/18/2002
5 4 07/18/2002 28
Maximum Compressive
Load Strength
(lbsI (psi)
95,640 3,380
106,540 3,770
Average 3,580
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) O'Brien & Assoc
(I) TachniStructurex
(1) City of Copflell - Constr lnep
(1) City of Coppeil - Bldg Inep
(1) Hill & Wilkinson
(1) Hsiff Assoc Inc
(1) State Farm Insurance
Reviewed by:
HBC Eng~
E Eugene Herbour
Pdnclpal
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 tmnemitted herein ere only appticabte
to the actual samples tested at the Iocetion(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 5 of 5
PROJECT:
PROJECT NO,:
CALCD. BY:
CHKD BY:
DATE:
DATE: