St Joseph-LR020912FIELD DENSITY TESTING
Report Number: 94021187.0093
Service Date: September 3, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
ENGINEE IMI',K5
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: September 12, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Material Laboratory
No. Test Method
Description and Classification
.Lab Test Data Prelect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pot') (%) (% compaction)
1.211870001 ASTM D 698 Med brown silty clay w/gravel 17.6 107.9 -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) (%) (pct~ (% compaction)
Box Culvert Backfill, E Side of Jobsite
770 Sta. 8+00 Final I 6 19.4 104.8 97
771 Sta. 10+00 Final 1 6 18.2 107.4 100
772 Sta. 12+00 Final 1 6 18.6 105.0 97
773 Sta. 14+00 Final 1 6 20.2 104.5 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: 2077
Field Results Reported To: Contractor/Forest w/Centex
Technician: Bryan C. Hughes
Report Distribution:
(1) SI. Joseph Village, Inc. (1) City of Coppell Engineering
(1) Aguirre Corporation (1) St Andrews Management
(1) Centex - Jobsite (1) St Andrews Management
(1) City of Coppeil - Bldg Insp
D HBC Er~g ~e~,,
Reviewed by:
' /~ Lyndon J.~ ox, P.E."'
" Principal1 ineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT lest methods. This report is exclusively for the ~ 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 31icable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
matedals.
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
R~eport Number: 94021187.0094
Service Date: September 4, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
ENGINEERING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: September 12, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 4:00am
Supplier: Hanson
Truck No: 039
Mix i.D. No.: 7750
Plant: 27
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 209712
Sample Information
Sample Time: 4:20am Date Cast: September 4, 2002
Technician: Marlo R, Villanueva
Weather Conditions: Clear
Accumulative Yards: 50
Placement Method: Pump
Sample Locations: 30' S & 20' E of NW cor. of Fire Lane
Placement Location: Fire Lane Pavement at Main N Entrance to
Main Bldg.
Result Specification Test Method
5.00 3-5 ASTM C-143
5.0 3-6 ASTM C-231
90 ASTM C1064
79 ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 09/11/2002 7 96,180 3,400
1 2 6.00 28.27 09/11/2002 7 100,140 3,540 '
Average 3,470
1 3 10/02/2002 28
1 4 10102/2002 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 4
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0094
Service Date: September 4, 2002
ENGI]~EEP,]NG
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date: September 12, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 5:22am Plant: 27
Supplier: Hanson
Truck No: 1888
Mix I.D. No.: 7750
Field Test Data
Test'
Result
Slump, inches: 5.25
Air Content, %: 4.8
Concrete Temperature,o F: 91
Ambient Temperature, o F: 80
Plastic Unit Weight, pcf:
Ticket No: 209722
Sample Information
Sample Time: 6:00am Date Cast: September 4, 2002
Technician: Marlo R. Villanueva
Weather Conditions: Clear
Accumulative Yards: 160
Placement Method: Pump
Sample Locations: 180' S & 15' E of NW cor. of Fire Lane
Placement Location: See page 1
Specification Test Method
3-5 ASTM C-143
3-6 ASTM C-231
ASTM C1064
ASTM C-1064
2 3 10/02/2002
2 4 10/02/2002
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 09/11/2002 7 88,630 3,130
2 2 6.00 28.27 09/11/2002 7 89,120 3,150
Average
28
28
3,140
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 ~,~,~.F~.
CONCRETE COMPRESSIVE STRENGTH TEST
R~eport Number: 94021187.0094
Service Date: September 4, 2002
89Ol carpenter Fn,vy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date: September 12, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Ma terial Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 6:44am Plant: 27
Supplier: Hanson
Truck No: 844
Mix I.D. No.: 7750
Ticket No: 209733
Sample Information
Sample Time: 7:18am Date Cast: September 4, 2002
Technician: Marlo R. Villanueva
Weather Conditions: Clear
Accumulative Yards: 280
Placement Method: Pump
Sample Locations: 200' S & 20' W of NE cor. of Fire Lane
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 3-5 ASTM C-143
Air Content, %: 4.6 3-6 ASTM C-231
Concrete Temperature, o F: 93 ASTM C1064
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 09/11/2002 7 88,000 3,110
3 2 6.00 28.27 09/11/2002 7 90,260 3,190
Average 3,150
3 3 10/02/2002 28
3 4 10/02/2002 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 4
cONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0094
Service Date: September 4, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date: September 12, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 8:08am
Supplier: Hanson
Truck No: 766
Mix I.D. No.: 7750
Plant: 27
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Sample Information
Sample Time: 8:58am Date Cast: September 4, 2002
Technician: Marie R. Villanueva
Weather Conditions: Clear
Accumulative Yards: 360
Placement Method: Pump
Sample Locations: 40' S & 15' W of NE cor. of Fire Lane
Placement Location: See page 1
Result Specification Test Method
5.25 3-5 ASTM C-143
4.9 3-6 ASTM C-231
94 ASTM Cl 064
84 ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq, inches) Tested
4 1 6.00 28.27 09/11/2002 7 95,720 3,380
4 2 6.00 28.27 09/11/2002 7 95,770 3,390
Average 3,390
4 3 10/02/2002 28
4 4 10/02/2002 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.
...... : ........
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$ -k -" ~ "...- ~
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Te~hnioian: ~ario R. Villanueva
Repo~ Distribution: ~ HBG Engineerin~
(1) St. Joseph Village, Inc, (1) City of Coppell Enginee~ng ~ ~ ~
St Andrews Management Reviewed by.' J~ ~ -~
(1(1)) Aguirrecentex -C°~mti°njobsite (1(1)) St Andre~ Management - / Lyndon J ~ P E /
(1) City of Coppell - Bldg Insp JF Principal'~ji'ne~r'
H
The tests were pe~ormed in general accordance with applicable ASTM, ~SHTO, or DOT test methods. This repoA is exclusively fo~e use of the client
indicated above and shall not be reproduced except in full without the wfiEen approval of Termcon. Test resul~ transmiEed herein am only applicable
to ~e actual samples tested at the Io~tion(s) mfemn~d and am not necessarily indicative of the pmpeAies of other apparently similar or identical
materials.
Page 4 of 4 o,~w~-~.~.