St Joseph-LR021025CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0130
Service Date: September 26, 2002
ENGINEEI~JNG
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: October 25, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3600 psi (~ 28 Days
Batch Time: 10:13am Plant: 7
Supplier: LMC
Truck No: 959
Mix I.D. No.: 842
Ticket No: 7120951
Sample Information
Sample Time: 10:40am Date Cast: September 26, 2002
Technician: Michael W. Whyman
Weather Conditions: Clear
Accumulative Yards: 70
Placement Method: Pump
Sample Locations: Box Culvert Interior N Wall, W Side
Placement Location: N Side Box Culvert, Interior Walls; E & W
Drainage Flumes
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.50 3-5 ASTM C-143
Air Content, %: 5.7 3-6 ASTM C-231
Concrete Temperature,o F: 81 ASTM C1064
Ambient Temperature, o F: 79 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)
1 1 6.00 28.27 09/30/2002 4 91,980 3,250
1 2 6.00 28.27 10/03/2002 7 103,780 3,670
1 3 6.00 28.27 10/03/2002 7 108,790 3,850
Average 3,760
1 4 6.00 28.27 10/24/2002 28 130,360 4,610
1 5 6.00 28.27 10/24/2002 28 126,720 4,480
Average 4,550
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 2
.CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0130
Service Date: September 26, 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: October 25, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 1:01pm
Supplier: LMC
Truck No: 959
Mix I.D. No.: 842
Plant: 7
Ticket No: 7120969
Field Test Data
Test Result
Slump, inches: 4.75
Air Content, %: 5.3
Concrete Temperature, o F: 87
Ambient Temperature, o F: 86
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
Sample Information
Sample Time: 1:35pm Date Cast: September 26, 2002
Technician: Michael W. Whyman
Weather Conditions: Clear
Accumulative Yards: 140
Placement Method: Pump
Sample Locations: SW Corner
Placement Location: W Drainage Flume
Specification
Test Method
3-5 ASTM C-143
3-6 ASTM C-231
ASTM C1064
ASTM C- 1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
2 1 6.00 28.27 10/03/2002 7 111,530 3,940
2 2 6.00 28.27 10/03/2002 7 107,070 3,790
· Average 3,870
2 3 6.00 28.27 10/24/2002 28 130,030 4,600
2 4 6.00 28.27 10/24/2002 28 124,320 4,400
Average 4,500
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Michael W. Whyman
Report Distribution: ~ ~IBC Eng/.~
(1) St. Joseph Village, inc. (1) City of Coppell Engineering
(1) Aguirre Corporation (1) S! Andrews Management Reviewed by:
(1) Centex - Jobsite (1) SI Andrews Management
Lyndon
J.
Co~
(1) City of Coppell - Bldg Insp
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the us~
indicated above and shaft not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only apl:
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
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LYNDON J. COX
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the client
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FIELD DENSITY TESTING
Report Number: 94021187.0161
Service Date: October 18, 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: October 25, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information Lab Test Data Proiect 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)
1.211870001 ASTM D 698 Med brown silty clay w/gravel 17.6 107.9 -1/+3 95
2.211870015 ASTM D 698 Dk brown & gray clay 20.9 101.5 -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) (%) (pcf) (% compaction)
N Entrance Box Culvert Backfill
834 N Wall, 15' W of E end 5' BFG 2 6 23.8 96.4 95
835 N Wall, 75' W of E end 5' BFG 2 6 20.8 101.6 100
836 S Wall, 30' E of W end 4' BFG 2 6 23.0 97.1 96
837 S Wall, 80' E of W end 4' BFG 2 6 22.8 96.9 95
Datum: BFG = Below finished grade
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: 31787
.............
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~ LYNDON J, COX
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Field Results Reported To: Contractor
Technician: Royl. Montgomery
Report Distribution: ,~ HBC Er~neer
(1) St. Joseph Village, Inc. (1) City of Coppell Engineering
(1) Aguirre Corporation (1) St Andrews Management Reviewed by:' J~ L~::~i~ i~(~i'n ~Er'
(1) Centex - Jobsite (1) St Andrews Management
(1) City of Coppell - Bldg Insp
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively folLthe 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: 94021187.0160
Service Date: October 17, 2002
Client: St. Joseph Village1 Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: October 25, 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 Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1.211870015 ASTM D 698 Dk brown & gray clay
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
N Entrance Box Culvert Backfill
826 N wall, 50' W of E end
827 N wall, 100' W of E end
828 Retest of Test #826
829 Retest of Test #827
830 N wall, 33' E of W end
831 N wall, 125' E of W end
832 S wall, 18' E of W end
833 S wall, 75' E of W end
Datum: BFG = Below finished grade
20.9
101.5 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
7' BFG 1 6 23.8 95.4
7' BFG 1 6 26.6 * 92.3
1 6 23.0 98.1
1 6 23.9 97.6
6' BFG 1 6 21.9 97.9
6' BFG 1 6 21.0 98.9
5' BFG 1 6 23.2 97.4
5' BFG 1 6 23.9 97.6
94 *
91 *
97
96
96
97
96
96
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
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: 31787
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Field Results Reported To: Contractor
Technician: RoyT. Montgomery
Report Distribution: ~ HBC Engine~g
(1) St. Joseph Village, Inc. (1) City of Coppell Engineering
(1) Aguirre Coq~oration (1) St Andrews Management Reviewed by:
(1} Centex - Jobsite (1) St Andrews Management
(,) c,ty Co.pe.- ,,sp / y. _ .
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 wdtten approval of Terrecon. Test results transmitted herein are only applicable
to the actual samples tested at the Ioca~n(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: 94021187.0092
Service Date: August 29, 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: October 25, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 4200 psi @ 28 Days
Batch Time: 2:39pm
Supplier: LMC
Truck No: 964
Mix I.D. No.: 842
Plant: 3
Field Test Data
Test
Ticket No: 3150127
Sample Information
Sample Time: N/A Date Cast: August 29, 2002
Technician: Contractor Made
Weather Conditions: N/A
Placement Method: Direct Discharge
Sample Locations: Sta. 4+20, 11+08, 16+25
Placement Location: Junction Boxes @ Line A
Result Specification Test Method
Slump, inches: N/A N/A ASTM C-143
Air Content, %: N/A
Concrete Temperature,o F: N/A ASTM C1064
Ambient Temperature, o F: N/A 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)
1 1 6.00 28.27 09/05/2002 7 93,110 3,290
1 2 6.00 28.27 09/26/2002 28 124,460 4,400
1 3 6.00 28.27 09/26/2002 28 122,130 4,320
Average 4,360
1 4 6.00 28.27 10/24/2002 56 130,730 4,620
Services -
Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
Technician: Bryan C. Hughes
Report Distribution: '/'~ HBC En..q
(1) St. Joseph Village, Inc. (1) City of Coppell Engineering ~ f [
(1) St Andrews Management Reviewed by: /AA, ~,- ~
(1)(1) CentexAguirre .C°rp°rati°njobsite (1) St Andrews Management ' V
Lyndon
J.
(1) City or' Coppel,. Bldg Insp e;cj ePI;i ?oCl Pt ha~eI
The tests were performed in general accordance with applicable ASTM AASHTO or DOT test methods This report is lusiv
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are on:
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
~ LYNDON J. COX
· , ...
ox, ~.[.
ngineer
se of the client
applicable