ST0001-LR960423 (2)CONCRETE COMPRE...IVE STRENGTH TES's fir
ENGINEERING, INC.
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service: 0412311996
Client No.: 23615000
Client: Emerson Partners, Inc.
Mr. Jim McElroy
4516 Lovers Lane, Suite 197
Dallas TX 75225
Report No.: 962965
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:
1" - 3"
AIR:
4-6%
TEST METHOD:
ASTM C -39
(inches)
ASTM C -172
(lbs. force)
ASTM C -143
CONCRETE CLASS: 8272
PLACEMENT DATE: 04/23/1996 BATCH TIME: 8:43 ant
TIME SAMPLED: 8:54 am BY: Barry Cuble
WEATHER CONDITIONS: Sunny and mild
TEMPERATURE (F) - AIR 5 2 F CONCRETE: 64 F
TRUCKNO: 452 TICKETNO: 575368
AIR CONTENT ( %): 4.4% UNIT WEIGHT (pc* N/A
PLACEMENT LOCATION: Paving, north side of building, station 10+68.82 -
18 +31.31
SAMPLE LOCATION: Station 12 +78
ACCUMULATIVE YARDS: 370
Cylinders knocked over on jobsite.
FRACTURE
TYPE
Technician: Barry Cuble Started: 6:00 ant Finished: 1:00 pm lirglinginiring, Inc.
Report Distribution:
(1) Emerson Partners, Inc. —/
(1) Cit 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
REPORT OF TESTS
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE AGE
LOAD
STRENGTH
SET NO.
(inches)
TESTED (days)
(lbs. force)
(psi)
1 1
2.5
04/30/1996 7
105730
3740
1 2
2.5
04/30/1996 7
108840
3850
1 3
2.5
05/21/1996 28
1 4
2.5
05/21/1996 28
Cylinders knocked over on jobsite.
FRACTURE
TYPE
Technician: Barry Cuble Started: 6:00 ant Finished: 1:00 pm lirglinginiring, Inc.
Report Distribution:
(1) Emerson Partners, Inc. —/
(1) Cit 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
CONCRETE COMPREk- -AVE STRENGTH TES'
ENGIMMRM, WC.
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service: 0412311996
Client No.: 23615000
Client: Emerson Partners, Inc.
Mr. Jim McElroy
4516 Lovers Lane, Suite 197
Dallas TX 75225
Report No.: 962965
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 CLASS: 8272
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 04/23/1996 BATCH TIME: 10:18 am
PLANT: 41 TIME SAMPLED: 10:50 am BY: Barry Cuble
SPECIFICATION
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
REQUIREMENTS
3000 psi @ 28 Days
1 11- 3 11
4 -6%
ASTM C -39
ASTM C -172
ASTM C -143
WEATHER CONDITIONS: Sunny and light winds
TEMPERATURE (F) -AIR 59 F CONCRETE: 66 F
TRUCKNO: 452 TICKETNO: 575493
AIR CONTENT (" /o): 4.2% UNIT WEIGHT (pef): N/A
PLACEMENT LOCATION: Paving, north side of building, station 10+68.82 -
18 +31.31
SAMPLE LOCATION: Station 14 +58
ACCUMULATIVE YARDS: 3 70
REPORT OF TESTS
CYLINDER
MARKED
SET NO.
2 1
2 2
2 3
2 4
MEASURED
SLUMP
DATE
AGE
(inches)
TESTED
(days)
1.5
04/30/1996
7
1.5
04/30/1996
7
1.5
05/21/1996
28
1.5
05/21/1996
28
Technician: Barry Cuble
Report Distribution:
(1) Emerson Partners, Inc.
(1) City of Coppell
(1) Rust Lichliter /Jameson
(1) Austin Bridge & Road, Inc.
MAXIMUM
LOAD
Ohs. force)
135980
130320
COMPRESSIVE
STRENGTH FRACTURE
(Psi) TYPE
4810
4610
Started: 6:00 am Finished: 1:00 pm eeri ' )( riC.
ugene Harbour
Vice President
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.
CONCRETE COMPRE. 31VE STRENGTH TES , fBC
ENGINEERING, INC.
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service: 04/23/1996
Client No.: 23615000
Client: Emerson Partners, Inc.
Mr. Jim McElroy
4516 Lovers Lane, Suite 197
Dallas TX 75225
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:
1 11 - 3"
AIR:
4-6%
TEST METHOD:
ASTM C -39
ASTM C -172
ASTM C -143
CYLINDER
MEASURED
MARKED
SLUMP
SET NO.
(inches)
3 1
4.0
3 2
4.0
3 3
4.0
3 4
4.0
CONCRETE CLASS: 8272
PLACEMENT DATE: 04/23/1996 BATCH TIME: 1 1:50 pm
TIME SAMPLED: 12:15 pm BY: Barry Cuble
WEATHER CONDITIONS: Sunny, mild, light winds
TEMPERATURE (F) -AIR 62 F CONCRETE: 66 F
TRUCKNO: 382 TICKETNO: 575621
AIR CONTENT ( %): 5.1 % UNIT WEIGHT (pct): N/A
PLACEMENT LOCATION: Paving, north side of building, station 10 +68.82 -
18 +31.31
SAMPLE LOCATION: Station 17 +70
ACCUMULATIVE YARDS: 370
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (Ibs. force)
04/30/1996
7
04/30/1996
7
05/21/1996
28
05/21/1996
28
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
103190 3650
106300 3760
Technician: Barry Cuble Started: 6:00 am Finished: 1:00 pm ngi ering, Inc.
Report Distribution:
(1) Emerson Partners, Inc.
(1) City of Copper Eugene Harbour
(1) Rust Lichliter /Jameson Vice President
(1) Austin Bridge & Road, Inc.
Report No.: 962965
Project No.: 43- 1220 -96
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