ST0001-LR960423CONCRETE COMPRL- DIVE STRENGTH TES _
ENGINEER %, 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
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
(Ibs. force)
ASTM C -172
2.5
ASTM C -143
CONCRETE CLASS: 8272
PLACEMENT DATE: 04/23/1996 BATCH TIME: 8 :43 am
TIME SAMPLED: 8 :54 aril BY: Barry Cuble
WEATHER CONDITIONS: Sunny and mild
TEMPERATURE (F) - AIR 52 F CONCRETE: 64 F
TRUCK NO: 452 TICKET NO: 575368
AIR CONTENT ( %): 4.4% UNIT WEIGHT (pet): N/A
PLACEMENT LOCATION: Paving, north side of building, station 10 +68.82 -
18 +31.31
SAMPLE LOCATION: Station 12 +78
ACCUMULATIVE YARDS: 370
COMPRESSIVE _
STRENGTH FRACTURE
(psi) TYPE
3740
3850
5030
5370
Technician: Bary Cuble started: 6:00 am Finished: 1:00 pm ngin ering, Inc.
Report Distribution:
(1) Emerson Partners, Inc.
(1) city ofcoppell Eugene Harbour
(1) Rust Lichliter /Jameson
(1) Austin Bridge & Road, Inc. Vice President
01AS This report is exclusively for the use of thhe 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
MARKED
SLUMP
DATE AGE
LOAD
SET NO.
(inches)
TESTED (days)
(Ibs. force)
1 1
2.5
04/30/1996 7
105730
1 2
2.5
04/30/1996 7
108840
1 3
2.5
05/21/1996 28
142269
1 4
2.5
05/21/1996 28
151810
Cylinders
knocked over
on jobsite.
COMPRESSIVE _
STRENGTH FRACTURE
(psi) TYPE
3740
3850
5030
5370
Technician: Bary Cuble started: 6:00 am Finished: 1:00 pm ngin ering, Inc.
Report Distribution:
(1) Emerson Partners, Inc.
(1) city ofcoppell Eugene Harbour
(1) Rust Lichliter /Jameson
(1) Austin Bridge & Road, Inc. Vice President
01AS This report is exclusively for the use of thhe client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
CONCRETE COMPRE-SIVE STRENGTH TES _ fDC
ENGnvmmu, W-
4747 Irving Blvd., Stine #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
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:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
NO.
Austin Bridge & Road
TXI
41
REQUIREMENTS
3000 psi @ 28 Days
1 " - 3 "
4 -6%
ASTM C -39
ASTM C -172
ASTM C -143
ACCUMULATIVE YARDS: 370
CYLINDER
MARKED
SET
2
2
2
2
MEASURED
SLUMP DATE
(inches) TESTED
CONCRETE CLASS: 8272
PLACEMENT DATE: 04/23/1996 BATCH TIME: 10:18 am
TIME SAMPLED: 10:50 am BY: Barry Cuble
WEATHER CONDITIONS: Sunny and light winds
TEMPERATURE (F) - AIR 59 F CONCRETE: 66 F
TRUCK NO: 452 TICKET NO: 575493
AIR CONTENT ( %): 4.2% UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION: Paving, north side of building, station 10+68.82 -
18 +31.31
SAMPLE LOCATION: Station 14 +58
REPORT OF TESTS
AGE
(days)
1 1.5
04/30/1996
2 1.5
04/30/1996
3 1.5
05/21/1996
4 1.5
05/21/1996
Technician: Barry Cuble
Report Distribution:
(1) Emerson Partners, Inc.
(1) City of Coppell
(1) Rust Lichliter /Jameson
(1) Austin Bridge & Road, Inc.
7
7
28
28
135980
4810
130320
4610
168770
5970
166230
5880
FRACTURE
TYPE
Started: 6:00 am Finished: 1:00 pm ngi ering, Inc.
Eugene Harbour
Vice President
MAXIMUM
LOAD -
(Ibs. force)
COMPRESSIVE
STRENGTH
(psi)
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. SIVE STRENGTH TES _
UqGMU»,RC
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
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:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
Austin Bridge & Road
TXI
41
REQUIREMENTS
3000 psi @ 28 Days
1 11 - 3 1'
4 -6%
ASTM C -39
ASTM C -172
ASTM C -143
CONCRETE CLASS: 8272
PLACEMENT DATE: 04/23/1996 BATCH TIME: 11 :50 pm
TIME SAMPLED: 12 :15 pm BY: Barry Cuble
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 382
AIR CONTENT ( %): 5.1 %
PLACEMENT LOCATION:
SAMPLE LOCATION:
ACCUMULATIVE YARDS:
REPORT OF TESTS
CYLINDER
MARKED
SET
3
3
3
3
NO.
MEASURED
SLUMP DATE
(mches) TESTED
1 4.0
04/30/1996
2 4.0
04/30/1996
3 4.0
05/21/1996
4 4.0
05/21/1996
Technician: Barry Cuble
Report Distribution:
(1) Emerson Partners, Inc.
(1) City of Coppell .
(1.) Rust Lichliter /Jameson
(1) Austin Bridge & Road, Inc.
Sunny, mild, light winds
62 F CONCRETE: 66 F
TICKET NO: 575621
UNIT WEIGHT (pct): N/A
Paving, north side of building, station 10+68.82 -
18 +31.31
Station 17 +70
370
FRACTURE
TYPE
Started: 6:00 am Finished: 1:00 pm n in ri
Eugene 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.
MAXIMUM
COMPRESSIVE
AGE
LOAD
STRENGTH
(days)
(Ibs, force)
(psi)
7
103190
3650
7
106300
3760
28
126930
4490
28
132870
4700
FRACTURE
TYPE
Started: 6:00 am Finished: 1:00 pm n in ri
Eugene 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.