ST0001-LR960430CONCRETE COMPRESSIVE STRENGTH TEST fDC
ENGWMRM, WC.
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service: 04/30/1996
Client No.: 23615000
Client: Emerson Partners, Inc.
Mr. Jim McElroy
4516 Lovers Lane, Suite 197
Dallas TX 75225
Report No.: 963179
Project No.: 43- 1220 -96
Project: Creekview Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive
strength samples. **
PROJECT DATA
CONTRACTOR:
Austin Bridge & Road
CONCRETE SUPPLIER:
`1'X1
PLANT:
41
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUMP:
3" Max
AIR:
4-6%
TEST METHOD:
ASTM C -39
7
ASTM C -172
05/28/1996
ASTM C -143
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1
3.0
1 2
3.0
1 3
3.0
1 4
3.0
CONCRETE CLASS: 8272
PLACEMENT DATE: 04/30/1996 BATCH TIME: 7 :09 aril
TIME SAMPLED: 7 :34 am BY: Barry Cuble
WEATHER CONDITIONS: Sunny and cool
TEMPERATURE (F) - AIR 50 F CONCRETE: 62 F
TRUCK NO: 474 TICKETNO: 579867
AIR CONTENT ( %): 5.5% UNIT WEIGHT (pci): N/A
PLACEMENT LOCATION: Paving, north of boulevard, station 10+68.82 -
18 +31.36
SAMPLE LOCATION: Station 11+08
ACCUMULATIVE YARDS: 370
REPORT OF TESTS
MAXIMUM
DATE
AGE
LOAD
TESTED
(days)
(lbs. force)
05/07/1996
7
108560
05/07/1996
7
100360
05/28/1996
28
121420
05/28/1996
28
129120
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3840
3550
4290
4570
Technician: Barry Cuble Started: 6:00 am Finished: 3:00 pm I XA-1 Weering, Inc.
Report Distribution:
(1) Emerson Partners, Inc.
(1) City ofCoppell Eugene Harbour
(1) Rust Lichliter /Jameson Vice President
(1) Austin Bridge & Road, Inc.
01AS This report is exclusively for the use ofthe client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
CONCRETE COMPREsSNE STRENGTH TEST fBC
ENGINEERING, W-
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service: 0413011996
Client No.: 23615000
Client: Emerson Partners, Inc.
Mr. Jim McElroy
4516 Lovers Lane, Suite 197
Dallas TX 75225
Report No.: 963179
Project No.: 43- 1220 -96
Project: Creekview Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive
strength samples."
PROJECT DATA
CONTRACTOR:
Austin Bridge & Road
CONCRETE SUPPLIER:
TXI
PLANT:
41
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUMP:
3" Max
AIR:
4-6%
TEST METHOD:
ASTM C -39
ASTM C -172
ASTM C -143
CONCRETE CLASS: 8272
PLACEMENT DATE: 04/30/1996 BATCH TIME: 10:30 am
TIME SAMPLED: 10:49 am BY: Barry Cuble
WEATHER CONDITIONS: Sunny, light winds, and mild
TEMPERATURE (F) - AIR 62 F CONCRETE: 64 F
TRUCKNO: 459 TICKETNO: 580212
AIR CONTENT ( %): 4.8% UNIT WEIGHT (pct): NIA
PLACEMENT LOCATION: Paving, north of boulevard, station 10+68.82 -
18 +31.36
SAMPLE LOCATION: Station 14 +70
ACCUMULATIVE YARDS: 370
REPORT OF TESTS
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP DATE
(inches) TESTED
AGE
(days)
FRACTURE
TYPE
2 1
2.0
05/07/1996
2 2
2.0
05/07/1996
2 3
2.0
05/28/1996
2 4
2.0
05/28/1996
7
7
28
28
MAXIMUM
LOAD
(lbs.force)
COMPRESSIVE
STRENGTH
(psi)
89450
90610
107370
109380
3160
3200
3800
3870
Technician: Barry Cuble Started: 6:00 am Finished: 3:00 pm 1 EgWepring, Inc.
Report Distribution:
(1) Emerson Partners, Inc.
(1) City of Copper Eugene Harbour
(1) Rust Lichliter /Jameson Vice President
(1) Austin Bridge & Road, Inc.
01AS Ibis report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
CONCRETE COMPRESSIVE STRENGTH TEST
ENGIN 9MM, W-
4747 Irving Blvd., Suite 4206
Dallas, Texas 75247
Date of Service: 04/30/1996
Client No.: 23615000
Client: Emerson Partners, Inc.
Mr. Jim McElroy
4516 Lovers Lane, Suite 197
Dallas TX 75225
Report No.: 963179
Project No.: 43- 1220 -96
Project: Creekview Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive
strength samples. **
PROJECT DATA
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
Austin Bridge & Road
TXI
41
REQUIREMENTS
3000 psi @ 28 Days
3" Max
4 -6%
ASTM C -39
ASTM C -172
ASTM C -143
CONCRETE CLASS: 8272
PLACEMENT DATE: 04/30/1996 BATCH TIME: 12 :45 pm
TIME SAMPLED: 1 :14 pm BY: Barry Cuble
WEATHER CONDITIONS: Sunny, mild, and light winds
TEMPERATURE (F) - AIR 72 F CONCRETE: 66 F
TRUCK NO: 474 TICKET NO: 580435
AIR CONTENT( 5.0% UNIT WEIGHT (pct): NIA
PLACEMENT LOCATION: Paving, north of boulevard, station 10+68.82 -
18 +31.36
SAMPLE LOCATION: Station 16 +90
FRACTURE
TYPE
Technician: Barry Cuble Started: 6:00 am Finished: 3:00 pm FDC Engineering. Inc.
Report Distribution:
(1) Emerson Partners, Inc.
(1) City ofCoppell Eugene Harbour
(1) Rust Lichliter /Jameson Vice President
(1) Austin Bridge & Road, Inc.
01AS 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 HBC Engineering, Inc.
ACCUMULATIVE YARDS: 370
REPORT OF TESTS
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE
AGE
LOAD
STRENGTH
SET
NO.
(inches)
TESTED
(days)
(lbs. force)
(psi)
3
1
2.5
05/07/1996
7
87040
3080
3
2
2.5
05/07/1996
7
92500
3270
3
3
2.5
05/28/1996
28
111130
3930
3
4
2.5
05/28/1996
28
109490
3870
FRACTURE
TYPE
Technician: Barry Cuble Started: 6:00 am Finished: 3:00 pm FDC Engineering. Inc.
Report Distribution:
(1) Emerson Partners, Inc.
(1) City ofCoppell Eugene Harbour
(1) Rust Lichliter /Jameson Vice President
(1) Austin Bridge & Road, Inc.
01AS 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 HBC Engineering, Inc.