St Joseph-LR020918CONCRETE COMPRESSIVE STRENGTH TEST
'Report Number: 94021187.0102
Service Date: September 10, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date:
Project: St. Joseph Village
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
September 18, 2002
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3500 psi (~ 28 Days
Batch Time: 7:00am
Supplier: Hanson
Truck No: 1888
Mix I.D. No.: 7750
Plant: 27
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Ticket No: 209859
Sample Information
sample Time: 8:10am Date Cast: September 10, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Pavement- See attached sketch
Result Specification Test Method
4.50 3-5 ASTM C-143
4.7 3-6 ASTM C-231
88 ASTM C1064
76 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)
1 1 6.00 28.27 09/17/2002 7 113,710 4,020
1 2 6.00 28.27 09/17/2002 7 115,500 4,080
Average 4,050
1 3 10/08/2002 28
1 4 ' 10/08/2002 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 4
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0102
Service Date: September 10, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: September 18, 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: 8:10am
Supplier: Hanson
Truck No: 1806
Mix I.D. No.: 7750
Plant: 27
Ticket No: 209867
Sample Information
sample Time: 9:00am Date Cast: September 10, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 100
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.75 3-5 ASTM C-143
Air Content, %: 3.0 3-6 ASTM C-231
Concrete Temperature, o F: 90 ASTM C1064
Ambient Temperature, o F: 78 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)
2 1 6.00 28.27 09/17/2002 7
2 2 6.00 28.27 09/17/2002 7
Average
2 3 10/08/2002 28
2 4 10/08/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
97,880 3,460
97,900 3,460
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 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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0102
Service Date: September 10, 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 18, 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: 9:07am
Supplier: Hanson
Truck No: 923
Mix I.D. No.: 7750
Plant: 27
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 3.5
Concrete Temperature, o F: 90
Ambient Temperature, o F: 86
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 209876
Sample Information
Sample Time: 10:20am Date Cast: September 10, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 200
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Specification Test Method
3-5 ASTM C- 143
3-6 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)
3 1 6.00 28.27 09/17/2002 7 95,590 3,380
3 2 6.00 28.27 09/17/2002 7 90,620 3,200
Average 3,290
3 3 10/08/2002 28
3 4 10/08/2002 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
malerials.
Page 3 of 4
,CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0102
Service Date: September 10, 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 18, 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: 10:54am
Supplier: Hanson
Truck No: 1020
Mix I.D. No.: 7750
Plant: 27
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: 209892
Sample Information
Sample Time: 12:05pm Date Cast: September 10, 2002
Technician: Marvin R. Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 300
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Result Specification Test Method
5.75 3-5 ASTM C-143
4.0 3-6 ASTM C-231
90 ASTM Cl 064
95 ASTM C-1064
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 09/17/2002 7 91,210 3,230
4 2 6.00 28.27 09/17/2002 7 91,140 3,220
Average 3,230
4 3 10/08/2002 28
4 4 10/08/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
~ ........... t.~4~",
~ LYNDON J. COX
~ .-"~ ....................... ~
~ ~ 6~01 ~,~
_
Technician: Matin R. Arandia
Repod Distribution: ~ HBC Enginee~
(1) SL Joseph Village, Inc, (1) City of Coppell Engineering ~ ~ ~ [ ~/
¢) A~uirr~ co,pod.tic. ¢) S~A,~.~ ~...~m..~ Reviewed by' ~,~ I ~ , ~
(1) Centex- Jobsile (1) St Andre~ Management '' · --~ ~ - '~
(1> CiW of Coppell - Bldg Insp ~ Lyndon ~. ~ox,
v Principal ~gineer.
The tests were pe~ormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repo~ is exclusively for t~ u~e of the client
indicated above and shall not ~ reproduced except in full without the wriEen approval of Terracon. Test results transmiEed herein are onl~pplicab~e
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the prope~ies of other apparently similar or identical
materials.
Page 4 of 4 o~-~w~-.~,,
N
NOTE: BORING LOCATIONS ABE APPROXIMATE
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0 150 300 FEET
APPROXIMATE SCALE
BORING LOCATION DIAGRAM
ST. JOSEPH'S VILLAGE
SANDY LAKE ROAD
COPPELL, TEXAS
HBC ProJect~ No., ~:g].2.//,,o~. 0/~ 2. Date,
FIELD DENSITY TESTING
Report Ndmber: 94021187.0103
Service Date: September 10, 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 18, 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 Proiect Requirements
Optimum Max. Lab Water.
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1. 211870003 ASTM D 698 Reddish tan &med brown silty sandy clay
2. 211870015 ASTM D 698' Dk brown & gray clay
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Loop Road Paving Subgrade, W Side
782 15' S & 40' E of NW cor. of Loop Road Final
783 10' S & 10' E of NW cor. of Loop Road Final
784 70' S & 10' E of NW cor. of Loop Road Final
785 190' S & 10' E of NW cor. of Loop Road Final
786 300' S & 10' E of NW cor. of Loop Road Final
787 410' S & 10' E of NW cor. of Loop Road Final
30" Force Main Line Backfill
788 Sra. 14+00 4' BEG
789 Sta. 14+05 3' BEG
790 Sta. 14+10 2' BEG
791 Sra. 14+15 1' BEG
792 Sra. 14+20 Final
Datum: BEG = Below existing grade
Services -
13.2 117.1 -1/+3 95
20.9 101.5 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
1 6 13.7 114.0 97
1 6 13.0 114.6 98
1 6 13.2 114.8 98
1 6 14.2 113.7 97
1 6 13.4 113.3 97
1 6 12.8 116.2 99
2 6 21.9 99.4 98
2 6 22.4 97.9 96
2 6 19.8 101.7 100
2 6 23.1 97.6 96
2 6 21.0 100.8 99
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: 2077
Field Results Reported To: Contractor
Technician: Bryan C. Hughes
Report Distribution:
(1) St. Joseph Village, Inc. (1) City of Coppe[l Engineering
(1) Aguirm Corporation (1) St Andrews Management
(1) Centex - Jobsite (1) St Andrews Management
(1) City of Coppell - B~dg Insp
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