St Joseph-LR020916FIELD DENSITY TESTING
Report Number: 94021187.0097
Service Date: September 5, 2002
8901 Carpenter FnNy., 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 16, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information Lab Test Data
Optimum Max. Lab
Water Dry Unit
Material Laboratory Content Weight
No. Test Method Description and Classification (%) (pcf)
Proiect Requirements
Water
Content Minimum Dry
Range Unit Weight
(%) (% compaction)
1.211870003 ASTM D 698 Reddish tan & med brown silty sandy clay 13.2 117.1 -1/+3
95
Field Test Data Probe Water Dry Unit
Test Lift/ Mat. Depth Content Weight
No. Test Location Elevation No. (inches) (%) (pcf)
Loop Road Paving Subgrade
774 85' S & 225' E of SE cor. of Main Bldg. Final 1 6
775 30' S & 120' E of SE cor. of Main Bldg. Final 1 6
776 165' S & 180' E of SE cor. of Main Bldg. Final 1 6
777 225' S & 180' W of SE cor. of Main Bldg. Final 1 6
778 270' S & 85' W of SE cor. of Main Bldg. Final 1 6
779 330' S & 15' E of SE cot. of Main Bldg. Final 1 6
780 330' S & 90' E of SE cor. of Main Bldg. Final 1 6
781 240' S & 145' E of SE cor. of Main Bldg. Final I 6
Dry Unit
Weight
(% compaction)
12.9 115.0 98
13.3 115.3 98
13.7 116.4 99
13.1 118.1 101
12.5 118.4 101
12.7 117.7 101
12.3 119.4 102
12.7 117.5 100
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: 2077
Field Results Repodod 1o: Formst, Oontox's Suptorintond
Technician: B~an C. Hughes ~ HBC~ngine~
{1) Aguirre Co~omtion (1) St ~drews Management Reviewed by:
Centex - Jobsite (1) St ~dmws Management ~ ndon J~ Co , . .
(1) Ci~ of Coppell ~ Bldg Insp -- Pdnci~ ~ngineer
The tests were pedormed in general ac~rdance wi~ applicable ASTM, ~SHTO, or DOT test methods. This repo~ is exclusivel~r ~e use of the client
indicated above and shall not be reproduced ex.pt in full ~thout the wdtten approval of Terracon. Test resul~ transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indi~tive of the prope~ies of other apparently similar or identical
materials.
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
I~eport Number: 94021187.0100
Service Date: September 6, 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 16, 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: 4:30am
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:
Laboratory Test Data
Ticket No: 209784
Sample Information
Sample Time: 4:50am Date Cast: September 6, 2002
Technician: Michael P. Ardito
Weather Conditions: Warm and dark.
Accumulative Yards: 80
Placement Method: Pump
Sample Locations: 50' W of NE cot. of E Parking Lot
Placement Location: Pavement, Parking E of Main Bldg.
Result Specification Test Method
6.00 3-5 ASTM C-143
3.5 3-6 ASTM C-231
95 ASTM C1064
82 ASTM C-1064
Age at
Test
(days)
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 · 28.27 09/13/2002 7 97,830
1 2 6.00 28.27 09/13/2002 7 105,250
Average
1 3 10/04/2002 28
1 4 10/04/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)'
3,460
3,720
3,590
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: 94021187.0100
Service Date: September 6, 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: September 16, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Ma terial In formation
Specified Strength: 3500 psi @ 28 Days
Batch Time: 6:05am
Supplier: Hanson
Truck No: 39
Mix I.D. No.: 7750
Plant: 27
Field Test Data
Test
Ticket No: 209794
Sample Information
Sample Time: 6:40am Date Cast: September 6, 2002
Technician: Michael P. Ardito
Weather Conditions: Warm and sunny.
Accumulative Yards: 180
Placement Method: Pump
Sample Locations: 75' N & 250' W of SE cor. of Loop Road
Placement Location: Pavement, Parking S of Main Bldg.
Result Specification Test Method
Slump, inches: 6.00 3-5 ASTM C-143
Air Content, %: 3.0 3-6 ASTM C-231
Concrete Temperature,° F: 96 ASTM C1064
Ambient Temperature, o F: 81 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 09/13/2002 7 110,040
2 2 6.00 28.27 09/13/2002 7 110,730
Average
2 3 10/04/2002 28
2 4 10/04/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
3,890
3,920
3,910
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 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0100
Service Date: September 6, 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 16, 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: 8:26am
Supplier: Hanson
Truck No: 1888
Mix I.D. No.: 7750
Plant: 27
Ticket No: 209811
Sample Information
Sample Time: 9:00am Date Cast: September 6, 2002
Technician: Michael P. Ardito
Weather Conditions: Hot and sunny.
Accumulative Yards: 320
Placement Method: Pump
Sample Locations: 15' N & 150' W of SE cor. of Loop Road
Placement Location: Pavement, S Loop Road
Field Test Data
Test Result Specification Test Method
Slump, inches: 8.00 3-5 ASTM C-143
Air Content, %: 2.7 3-6 ASTM C-231
Concrete Temperature,° F: 93 ASTM C1064
Ambient Temperature, o F: 90 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)
3 1 6.00 28.27 09/13/2002 7
3 2 6.00 28.27 09/13/2002 7
Average
3 3 10/04/2002 28
3 4 10/04/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
94,900 3,360
92,710 3,280
3,320
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 ~,-~,-F~,.KW
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0100
Service Date: September 6, 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 16, 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: 9:15am
Supplier: Hanson
Truck No: 1031
Mix I.D. No.: 7750
Plant: 27
Field Test Data
Test
Ticket No: 209816
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Sample Information
Sample Time: 10:00am Date Cast: September 6, 2002
Technician: Michael P. Ardito
Weather Conditions: Hot and sunny.
Accumulative Yards: 350
Placement Method: Pump
Sample Locations: 25' N & 75' E of Cottage Bldg. #6
Placement Location: 8" Sewer Tie-In
Result Specification Test Method
6.50 3-5 ASTM C-143
6.9 3-6 ASTM C-231
95 ASTM C1064
90 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)
4 1 6.00 28.27 09/09/2002 3 68,080 2,410
4 2 6.00 28.27 09/13/2002 7 88,230 3,120
4 3 6.00 28.27 09/13/2002 7 87,300 3,090
Average 3,110
4 4 10/04/2002 28
4 5 10/04/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples. ~,'-~. D J:
.- ;_',,%.- , .... ..-¢j~
~ LYNDON J. COX
· ~..~;-.. 66401
"C2/ONAL
Technician: Michael P. Ardito
(1) St. Joseph Village, Inc. (1) City of Coppell Engineering
(1) Aguirre Corporation (1) St Andrews Management Reviewed by: -
(1) centex - Jobsite (1) St Andrews Management I Lyndon J/(~ox, P.I~.
(1) City of Coppell - BIdg Insp ' Principa[ EJ~gineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively loc 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
CONCRETE COMPRESSIVE STRENGTH TEST
I~eport Number: 94021187.0079
Service Date: August 16, 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 16, 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: 7:00am Plant: 27
Supplier: Hanson
Truck No: 844 Ticket No: 210323
Mix I.D. No.: 7750
Water Added Onsite Before Test: 10 Gallons
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
2.4
91
75
Sample Information
Sample Time: 7:34am Date Cast: August 16, 2002
Technician: Barry M. Cuble
Weather Conditions: Cloudy, mild
Accumulative Yards: 250
Placement Method: Pump
Sample Locations: 125' W of SE cot. of Loop Drive
Placement Location: Paving @ Fire Lane Loop SE of Main Bldg.
Specification Test Method
3-5 ASTM C-143
3-6 ASTM C-231
ASTM C1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 08/23/2002
1 2 6.00 28.27 08/23/2002
1 3 6.00 28.27 09/13/2002
1 4 6.00 28.27 09/13/2002
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 108,280 3,830
7 98,340 3,480
Average 3,660
28 122,750 4,340
28 121,040 4,280
Average 4,310
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 3
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0079
Service Date: August 16, 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 16, 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: 8:40am
Supplier: Hanson
Truck No: 1015
Mix I.D. No.: 7750
Plant: 27
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Tem perature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.50
3.2
91
75
Ticket No: 210340
Sample Information
Sample Time: 9:24am Date Cast:August 16, 2002
Technician: Barry M. Cuble
Weather Conditions: Cloudy, mild
Accumulative Yards: 350
Placement Method: Pump
Sample Locations: 30' W of SE cor. of Loop Road
Placement Location: See page 1
Specification
Test Method
3-5 ASTM C- 143
3-6 ASTM C-231
ASTM C1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
2 1 6.00 28.27 08~23~2002
2 2 6.00 28.27 08/23/2002
2 3 6.00 28.27 09/13/2002
2 4 6.00 28.27 09/13/2002
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 82,010 2,900
7 76,990 2,720
Average 2,810
28 117,180 4,140
28 115,180 4,070
Average 4,110
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 wdtten 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 3 o~.~w,~,.~,,~,~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0079
Service Date: August 16, 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 16, 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: 10:02am Plant: 27
Supplier: Hanson
Truck No: 1020
Mix I.D. No.: 7750
Field Test Data
Test
Ticket No: 210354
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Sample Information
Sample Time: 10:47am Date Cast: August 16, 2002
Technician: Barry M. Cuble
Weather Conditions: Partly sunny
Accumulative Yards: 420
Placement Method: Pump
Sample Locations: 15' E of Inlet @ NE cor. of Loop Road
Placement Location: Paving @ Fire Lane Loop NE of Cottages
Result Specification Test Method
5.75 3-5 ASTM C-143
3.4 3-6 ASTM C-231
92 ASTM C1064
78 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)
3 1 6.00 28.27 08/23/2002 7 71,520 2,530
3 2 6.00 28.27 08/23/2002 7 72,630 2,570
Average 2,550
3 3 6.00 28.27 09/13/2002 28 98,890 3,500
3 4 6.00 28.27 09/13/2002 28 99,860 3,530
Average 3,520
Services - Obtain samples of flesh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
- ,,,,,
~*.." ~ "-.*
; ......' .......................... :.... ~
~ LYNDON J. COX
~ -.-.: .......................... :....~
',~..~'-. 66401 ..~.~
's
~ :"~',C',:'.. ~=N ..';,\~.~ -'
,~ ~j r; .......... ;.~k3~_--'
Technician: Barry M. Cuble
Report Distribution: /'~ HBC Enginee 'r,~
(1) St. Joseph Village, Inc. (1) City of Coppell Englneedng ~,~4,~
(1) Aguirre Corporation (1) St Andrews Management Reviewed by:
(1) Centex - Jobsite (1) St Andrews Management J~ Lyndon J. (~ox, P.E.
(1) City of Coppell - Bldg Insp v Princip~ E~ineer
\r
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively fo't"t'he 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 3 o,~.w,.o~-~.~.~