Amberpoint BP 2-LR030211MORTAR COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0236
Service Date: January 31, 2003
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
February 11,2003
Contractor: Hill & Wilkinson
Mortar Supplier:
Plant: Site Mixed
Specification Requirements:
Strength: 1800 psi @ 28 Days
Test Methods:
ASTM C109
· ASTM C270
PROJECT DATA
Mortar Mix I.D.: Type S
Placement Date: 01/31/2003 Batch Time: 8:#0am
Time Sampled: 9:00am By: Bradford T. Rengstorff
Weather Conditions: Clear
Temperature (F) - Air 58 °F Mortar: 61 °F
Truck No: Ticket No:
Sample Size: 2 x 2 x 2
Sample Location: See placement location
Placement Location: CMU wall along A.4/5.7
Cube
Marked
Set No.
REPORT OF TESTS
Measured Measured Maximum Compressive
Slump Flow Date Age Load Strength
(inches) (seconds) Tested (days) (lbs. force) (psi)
1 1 9.50 02/07/2003 7 6700
1 2 9.50 02/28/2003 28
1 3 9.50 02/28/2003 28
1,680
Services- Obtain a sample of masonry mortar used during construction and cast 2 inch cube specimens for compressive
strength determination,
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
{1) O'Brien & Ass(x:
(1) Hill & Wilkinson LTD
(1) TechniStructures
(2) Carter & Burgess Inc
(1) City of Coppell- Constr Insp
(1) City of Coppell- Bldg Insp
(1) State Farm Insurance Co
Reviewed by:
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 ~LLW.~-~,~y
coNCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94021380.0184
Service Date: January 10, 2003
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
February 11, 2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 7:08am Plant: 1
Supplier: Potter Concrete
Truck No: 112
Mix I.D. No.: 7753
Ticket No: 113109
Sample Information
Sample Time: 7:43am Date Cast: January 10, 2003
Technician: Jose A~ Martinez
Weather Conditions: Clear
Accumulative Yards: 40
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Paving E of building
(See attached sketch)
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
7.4
6O
40
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
I 4 6.00 28.27
Specification Test Method
4-5 ASTM C-143
4-8 ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
01/17/2003 7 96,800 3,420
01/17/2003 7 94,790 3,350
Average 3,390
02/07/2003 28 117,040 4,140
02/07/2003 28 123,880 4,380
Avera~le 4,260
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 o,.LL~.e,-r~.,.~.~
coNcRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380~0184
Service Date: January 10, 2003
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
February 11,2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 8:10am Plant: 1
Supplier: Potter Concrete
Truck No: 106
Mix I.D. No.: 7753
Ticket No: 113120
Sample Information
Sample Time: 8:34am Date Cast: January 10, 2003
Technician: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 110
Placement Method: Pump
Sample Locations: See page 1
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
5.25
7.8
59
4O
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 1 6.00 28.27
2 2 6.00 28.27
2 3 6.0O 28.27
2 4 6.00 28.27
Specification Test Method
4-5 ASTM C-143
4-8 ASTM C-231
ASTM C 1064
ASTM C-1 O64
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ihs) (psi)
01/17/2003 7 97,700 3,450
01/17/2003 7 95,590 3,380
Average 3,420
02/07/2003 28 128,970 4,560
02/07/2003 28 126,570 4,480
Average 4,520
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 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.
Page 2 of 5
coNCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0184
Service Date: January 10, 2003
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
February 11,2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 9:33am Plant: 1
Supplier: Potter Concrete
Truck No: 112
Mix I.D. No.: 7753
Ticket No: 113136
Sample Information
Sample Time: 10:55am Date Cast: January 10, 2003
Technician: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 220
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test
Result Specification Test Method
Slump, inches: 4.75 4-5 ASTM C-143
Air Content, %: 6.6 4-8 ASTM C-231
Concrete Temperature, o F: 61 ASTM C1064
Ambient Temperature, o F: 45 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 01/17/2003 7 120,020 4,240
3 2 6.00 28.27 01/17/2003 7 117,000 4,140
Average 4,190
3 3 6.00 28.27 02/07/2003 28 148,920 5,270
3 4 6.00 28.27 02/07/2003 28 152,250 5,380
Average 5,330
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
coNCRETE cOMPRESSIVE STRENGTH TEST
· Report Number: 94021380.0184
Service Date: January 10, 2003
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date:
Project: Staples
201 Northpoint
Coppeli, TX
February 11,2003
Project Number: 94021380
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 10:31am Plant: 1
Supplier: Potter Concrete
Truck No: 101
Mix I.D. No.: 7753
Ticket No: 113147
Sample Information
Sample Time: 12:02pm Date Cast: January 10, 2003
Technician: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 310
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test
Result Specification Test Method
5.00 4-5 ASTM C-143
5.7 4-8 ASTM C-231
66 ASTM C1064
48 ASTM C-1064
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
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 01/17/2003 7 114,360 4,040
4 2 6.00 28.27 01/17/2003 7 109,750 3,880
Average 3,960
4 3 6.00 28.27 02/07/2003 28 140,710 4,980
4 4 6.00 28.27 02/07/2003 28 150,170 5,310
Average 5,150
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 identicat
materials.
Page 4 of 5 o~-L~o,.~,
coNcRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94021380.0184
Service Date: January 10, 2003
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
February 11,2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 1:00pm Plant: 1
Supplier: Potter Concrete
Truck No: 105
Mix i.D. No.: 7753
Ticket No: 113159
Sample Information
Sample Time: 1:43pm Date Cast: January 10, 2003
Technician: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 410
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.25 4-5 ASTM C-143
Air Content, %: 5.7 4-8 ASTM C-231
Concrete Temperature, o F: 66 ASTM C1064
Ambient Temperature, o F: 49 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
5 1 6.00 28.27 01/17/2003 7
5 2 6.00 28.27 01/17/2003
5 3 6.00 28.27 02/07/2003
5 4 6.00 28.27 02/07/2003
Maximum Compressive
Load Strength
(lbs) (psi)
116,100 4,110
7 123,570 4,370
Average 4,240
28 153,150 5,420
28 153,500 5,430
Average 5,430
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Jose A. Martinez
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Bden & Assoc
(1) Hill & Wilkinson LTD
(1} TechniStructures
(2) CaKer & Burgess Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) State Farm Insurance Co
Reviewed by:
H BC/~
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 .,-L~W'~O,-F~.~.~
PROJECT:
JOB NO. '~
Comp. By
Page of
CHECKED BY:
'lrerracan
o
d
coNCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94021380.0225
Service Date: January 31,2003
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
'll'erracan
8901 Carpenter Frwyl Ste #100
Dallas, Texas 75247
(214) 630-1010
February 11,2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 3:58am Plant: 1
Supplier: Potter Concrete
Truck No: 104
Mix I.D. No.: 7753
Ticket No: ~ 13417
Sample Information
Sample Time: 4:30am Date Cast: January 31, 2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 30
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Paving S of building
(See attachments)
Field Test Data
Test
Result
5.00
7.0
61
51
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Specification Test Method
3 - 5" ASTM C-143
4 - 6% ASTM C-231
55 - 95 ASTM C1064
ASTM C-1064
Laboratory Test Data Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 0210712003 7
1 2 6.00 28.27 02~07~2003 7
Average
1 3 02/2812003 28
1 4 02/28/2003 28
Maximum Compressive
Load Strength
(lbs) (psi)
96,940 · 3,430
98,500 3,480
3,460
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 4
coNCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94021380.0225
Service Date: January 31,2003
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
February 11,2003
Project Number: 94021380
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 5:33am Plant: 1
Supplier: Potter Concrete
Truck No: 115
Mix I.D. No,: 7753
Ticket No: 113425
Sample Information
Sample Time: 5:55am Date Cast: January 31, 2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 110
Placement Method: Direct Discharge
Sample Locations: See page 1
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:
Result Specification Test Method
5.00 3 - 5" ASTM C-143
7.5 4 - 6% ASTM C-231
61 55 - 95 ASTM C1064
51 ASTM C-1064
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 I 6.00 28.27 02/07/2003 7 102,010 3,610
2 2 6.00 28.27 02/07/2003 7 97,100 3,430
Average 3,520
2 3 02/28/2003 28
2 4 02/28/2003 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 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.
Page 2 of 4 01'LL~Ol'Fu~ur'
CONCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94021380.0225
Service Date: January 31, 2003
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
February 11,2003
Project Number: 94021380
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 7:05am Plant: 1
Supplier: Potter Concrete
Truck No: 104
Mix I.D. No.: 7753
Ticket No: 113435
Sample Information
Sample Time: 7:30am Date Cast: January 31, 2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 210
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test
Result Specification Test Method
Slump, inches: 5.25 3 - 5" ASTM C-143
Air Content, %: 6.0 4 - 6% ASTM C-231
Concrete Temperature, e F: 61 55 - 95 ASTM C1064
Ambient Temperature, o F: 50 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 02/07/2003 7 124,390 4,400
3 2 6.00 28.27 02/07/2003 7 123,990 4,380
Average 4,390
3 3 02/28/2003 28
3 4 02/28/2003 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 4 o~-~L~,o~-~.
coNcRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94021380.0225
Service Date: January 31, 2003
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
February 11, 2003
Project Number: 94021380
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 8:41am Plant: 1
Supplier: Potter Concrete
Truck No: 110
Mix I.D. No.: 7753
Ticket No: 113445
Sample Information
Sample Time: 8:58am Date Cast: January 31, 2003
Technician: Jose A. Martinez
Weather Conditions: Partly cloudy
Accumulative Yards: 310
Placement Method: Direct Discharge
Sample Locations: 90' S of NW corner of bldg. & 40' W
Placement Location: See page 1
Field Test Data
Test
Result
5.00
7.6
68
59
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Specification Test Method
3 - 5" ASTM C-143
4 - 6% ASTM C-231
55 - 95 ASTM C1064
ASTM C-1064
Age at
Test
(days)
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
4 I 6.00 28.27 02/07/2003 7 92,310
4 2 6.00 28.27 02/07/2003 7 94,570
Average
4 3 02/28/2003 28
4 4 02/28/2003 28
Maximum Compressive
Load Strength
(lbs) (psi)
3,260
3,340
3,300
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Jose A. Martinez
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Assoc
(1) Hill & Wilkinson LTD
(1) TechniStructures
H BCfT,~_~._~
(2) Car~er & Burgess Inc
(1) City of Coppell - Constr Insp Reviewed by:
(1) City of Coppell - Bldg Insp Eugene Harbour
(1} State Farm Insurance Co 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 ~ ~.,,.r~.~.~
o 0
.>
Q
PROJECT:
JOB NO. ~c~O~'l~O'O~'~ Date 1//,.~I /o~, Comp. By
Form 112--5-93
'll'erracon
Page of
CHECKED BY:
·
FIELD DENSITY TESTING
Report Number: 94021380.0228
Service Date: February 1,2003
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
'lrerracan
8901 Carpenter Frwy, Ste#100
Dallas, Texas 75247
(214) 630-1010
February 11,2003
Project Number: 94021380
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 (%) (pct') (%) (% compaction)
1. 213800009 ASTM D 698 Lt brown silty clay 19.2 103.8 -1/+3 95
2.213800010 ASTM D 698 Brown clay 22.7 98.7 =/> +3 92
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pct') (% compaction)
Leaveout Backfill
1032 Grid line J/5.0 1st 2 6 26.0 93.9 95
1033 Grid line J/3.5 1st 2 6 25.7 93.4 95
1034 Grid line J/2.0 1st 2 6 27.3 92.6 94
Ramp Backfill
1035 Grid line 11.5/H.8 1st 1 6 20.8 104.6 100+
1036 Grid line 11.5/H.8 2nd 1 6 19.6 103.1 99
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moistQre content tests to determine degree of compaction and material moisture
condition.
Field Test MethodASTM D2922, ASTM D3017
Gauge ID:
Field Results Reported To: Brian w/Hill & Wilkinson
Technician: Bradford T. Rengstodf
Report Distribution:
(1) Transwestern Commercial Services (2) Cadet & Burgess lnc
(1) O'Brien & Assoc (1) City of Coppel[ - Constr Insp
(1) Hill & Wilkinson LTD (1) City of Coppell - Bldg Insp
(1) TechniStructures (1) State Farm Insurance Co
Reviewed by:
HBCfTe~~
Eugene Harbour
Principal
The tests were performed in genera[ 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 0, L~W~"07~,K'~