PA0101-LR010601CONCRETE COMPRESSIVE STRENGTH TEST
EN(;INEEPJNG, INC.
8901 Carpenter Frwy., Suite #100
Report Number: 94011093.0010 Dallas, Texas 75247
Service Date: April 30, 2001 (214) 630-1o10
Client: City of Coppell - Parks & Recreation Rep~ June 01,2001
Attn: Brad Reid Pr( Brown Park tst
732 DeForest Moore Road
Coppell TX 75019 Coppell, Texas
P, ect Number: 9401109:
Material Information
Specified Strength: 3000 psi @ 28 Days Sample Time: 10:00am Date Cast: April 30, 2001
Technician: Jessie Tipton
Batch Time: 9:15am Plant: 41 Weather Conditions: Partly cloudy, light wind
Supplier: TXI Accumulative Yards: 80
Truck No: 110 Ticket No: 2876396 Placement Method: Direct discharge
Mix I.D. No.: 8272 Sample Locations: See placement location
Placement Location: East wall of main parking & approximately
100' of east drive area
Sample location: 25' S of N curbline, 40'W
of E curbline
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.75 5.0 Max ASTM C-143
Air Content, %: 5.2 N/A ASTM C-172
Concrete Temperature, o F: 78 ASTM C-39
Ambient Temperature, o F: 68
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
1 1 6.00 05/07/2001 7 90,030 3,180
1 2 6.00 05/07/2001 7 81,730 2,890
Average 3,040
1 3 6.00 05/28/2001,..10
I 4 6.00
- Obtain samples of fresh concrete at the placem cations, perform requiredi~field te compressive
Services
strength samples. ~i/'~ ~j 1 ~~ ~ ~ /
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 applicab{e
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
ENGINEERING, I~C.
8901 Carpenter Frwy., Suite #100
Report Number: 94011093.0010 Dallas, Texas 75247
Service Date: April 30, 2001 (214) 63O-lOlO
Client: City of Coppell - Parks & Recreation Report Date: June 01,2001
Attn: Brad Reid Project: Andrew Brown Park East
732 DeForest Moore Road
Coppell TX 75019 Coppell, Texas
Project Number: 94011093
Material Information Sample Information
Specified Strength: 3000 psi @ 28 Days Sample Time: 11:30am Date Cast: April 30, 2001
Technician: Jessie Tipton
Batch Time: 10:56am Plant: 41 Weather Conditions: Partly cloudy, light wind
Supplier: TXI Accumulative Yards: 170
Truck No: 483 Ticket No: 2876629 Placement Method: Direct discharge
Mix I.D. No.: 8272 Sample Locations: See placement location
Placement Location: See page 1
Sample location: 30' N of S curbline, 40' W
of E curbline
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 5.0 Max ASTM C-143
Air Content, %: 4.8 N/A ASTM C-172
Concrete Temperature, o F: 79 ASTM C-39
Ambient Temperature, o F: 74
Plastic Unit Weight, pcf:
Laboratorl/ Test Data
Age at Maximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
2 1 6.00 05/07/2001 7 92,760 3,280
2 2 6.00 05/07/2001 7 94,420 3,340
Average 3,310
2 3 6.00 05/28/2001 28 115,040 4,070
2 4 6.00 05/28/2001 28 123,560 4,370
Average 4,220
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
ENGIN 'EFJ~/NG, INC.
8901 Carpenter Frwy., Suite #100
Report Number: 94011093.0010 Dallas, Texas 75247
Service Date: April 30, 2001 (214) 63o-101o
Client: City of Coppell - Parks & Recreation Report Date: June 01, 2001
Attn: Brad Reid Project: Andrew Brown Park East
732 DeForest Moore Road
Coppell TX 75019 Coppell, Texas
Project Number: 94011093
Material Information Sample Information
Specified Strength: 3000 psi @ 28 Days Sample Time: 2:30pm Date Cast: April 30, 2001
Technician: Jessie Tipton
Batch Time: 1:45pm Plant: 41 Weather Conditions: Partly cloudy, warm
Supplier: TXI Accumulative Yards: 280
Truck No: 280 Ticket No: 2877071 Placement Method: Direct discharge
Mix I.D. No.: 8272 Sample Locations: See placement location
Placement Location: See page 1
Sample location: 15'W of E curbline,80' S of
N curbline
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 5.0 Max ASTM C-143
Air Content, %: 5.1 N/A ASTM C-172
Concrete Temperature,o F: 86 ASTM C-39
Ambient Temperature, o F: 80
Plastic Unit Weight, pcf:
Laboratory' Test Data
Age at Maximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
3 1 6.00 05/07/2001 7 85,890 3,040
3 2 6.00 05/07/2001 7 90,750 3,210
Average 3,130
3 3 6.00 05/28/2001 28 126,080 4,460
3 4 6.00 05/28/2001 28 131,750 4,660
Average 4,560
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were pedormed 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,
CONCRETE COMPRESSIVE STRENGTH TEST ~'i~.
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Report Number: 94011093.0010 Dallas, Texas 75247
Service Date: April 30, 2001 (214) 63O-lOlO
Client: City of Coppell - Parks & Recreation Report Date: June 01,2001
Attn: Brad Reid Project: Andrew Brown Park East
732 DeForest Moore Road
Coppell TX 75019 Coppell, Texas
Project Number: 94011093
Material Information Sample Information
Specified Strength: 3000 psi @ 28 Days Sample Time: 5:00pm Date Cast: April 30, 2001
Technician: Jessie Tipton
Batch Time: 4:15pm Plant: 41 Weather Conditions: Light wind, warm
Supplier: TXI
Truck No: 110 Ticket No: 2877082 Placement Method:
Mix I.D. No.: 8272 Sample Locations: See placement location
Placement Location: See page 1
Sample location: 20' E of E curb, on E drive
area
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.50 5.0 Max ASTM C-143
Air Content, %: 4.9 N/A ASTM C-172
Concrete Temperature,o F: 89 ASTM C-39
Ambient Temperature, o F: 83
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
4 1 6.00 05/07/2001 7 79,540 2,810
4 2 6.00 05/07/2001 7 85,660 3,030
Average 2,920
4 3 6.00 05/28/2001 28 112,500 3,980
4 4 6.00 05/28/2001 28 118,190 4,180
Average 4,080
Services - Obtain samples of fresh concrete at the placement locations, pedorm required field tests and cast compressive
strength samples.
Technician: Jessie Tipton /'/~' ~~ c'
Report Distribution: ~ .
(1) City of Coppell - Parks & Recreation
(1) TLB Construction Reviewed by:
(1) City of Coppell - Constr. Insp. Eric J(Cl,gveland,
P.E.
Senior'P'roject Engineer
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 °' LLW"RO' ~'ur~'~