ST0001-LR960508 'ONCRETE COMPRESL _ JE STRENGTH TEST fDC
RCINEHUM, INC.
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
ate of Service: 05/08/1996
Client No.: 23615000
Client: Emerson Partners, Inc.
Mr. Jim McElroy
4516 Lovers Lane, Suite 197
Dallas TX 75225
Report No.: 963445
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
:)NTRACTOR:
Austin Bridge & Road
)NCRETE SUPPLIER:
Lattimore ]Materials
.ANT:
7
'ECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUMP:
3" Max
AIR:
N/A
.ST METHOD:
ASTM C -39
NO.
ASTM C -172
TESTED
ASTM C -143
CONCRETE CLASS: 42
PLACEMENT DATE: 05/08/1996 BATCH TIME: 2 :21 pm
TIME SAMPLED: 3 :07 pm BY: Barry Cuble
WEATHER CONDITIONS: Sunny with light winds
TEMPERATURE (F) - AIR 86 F CONCRETE: 84 F
TRUCK NO: 574 TICKET NO: 7020996
AIR CONTENT ( %): 4.1% UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION: Inlets on Creekview Dr.
SAMPLE LOCATION: Inlets
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3920
4010
Note: No specifications were available, information was provided by the
contractor.
echnician: Barry Cuble Started: 1:30 pm Finished: 4:00 pra Ineer' g, Inc.
eport Distribution:
Emerson Partners, Inc.
City of Coppell Eugene Harbour
Rust Lichliter /Jameson Vice President
Austin Bridge & Road, Inc.
AS 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
MARKED
SLUMP
DATE
AGE
LOAD
4ET
NO.
('inches)
TESTED
(days)
(lbs. force)
1
1
3.0
05/15/1996
7
110710
1
2
3.0
05/15/1996
7
113360
1
3
3.0
06/05/1996
28
1
4
3.0
06/05/1996
28
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3920
4010
Note: No specifications were available, information was provided by the
contractor.
echnician: Barry Cuble Started: 1:30 pm Finished: 4:00 pra Ineer' g, Inc.
eport Distribution:
Emerson Partners, Inc.
City of Coppell Eugene Harbour
Rust Lichliter /Jameson Vice President
Austin Bridge & Road, Inc.
AS 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 COMPRL -jSIVE STRENGTH TES _
4747 Irving Blvd., Stine #206
Dallas, Texas 75247
Date of Service: 05/08/1996
Client No.: 23615000
Client: Emerson Partners, Inc.
Mr. Jim McElroy
4516 Lovers Lane, Suite 197
Dallas TX 75225
Report No.: 963445
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:
Lattimore Materials
PLANT:
7
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUMP:
3" Max
AIR:
N/A
TEST METHOD:
ASTM C -39
SET NO.
ASTM C -172
TESTED '(days)
ASTM C -143
CONCRETE CLASS: 42
PLACEMENT DATE: 05/08/1996 BATCH TIME: 2:21 pm
TIME SAMPLED: 3 :07 pm BY: Barry Cuble
WEATHER CONDITIONS: Sunny with light winds
TEMPERATURE (F) -AIR 86 F CONCRETE: 84 F
TRUCK NO: 574 TICKET NO: 7020996
AIR CONTENT ( %): 4.1 % UNIT WEIGHT (pcf): NIA
PLACEMENT LOCATION: Inlets on Creekview Dr.
SAMPLE LOCATION: Inlets
ACCUMULATIVE YARDS: 10
Note: No specifications were available, information was provided by the
contractor.
FRACTURE
TYPE
Technician: Barry Cuble Started: 1:30 pm Finished: 4:00 pm 1 lneerig, Inc.
Report Distribution:
(1) Emerson Partners, Inc.
(1) City of Coppell 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)
(16s. force)
(psi)
1 1
3.0
05/15/1996 7
110710
3920
1 2
3.0
05/15/1996 7
113360
4010
1 3
3.0
06/05/1996 28
1 4
3.0
06/05/1996 28
Note: No specifications were available, information was provided by the
contractor.
FRACTURE
TYPE
Technician: Barry Cuble Started: 1:30 pm Finished: 4:00 pm 1 lneerig, Inc.
Report Distribution:
(1) Emerson Partners, Inc.
(1) City of Coppell 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
ae
C ONCRETE COMPRESSIVE STRENGTH TES i fDC
ENGINEERING, INC.
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service; 0510811996
Client No.: 23615000
Client: Emerson Partners, Inc.
Mr. Jim McElroy
4516 Lovers Lane, Suite 197
Dallas TX 75225
Report No.: 963445
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 DATI
CONTRACTOR:
Austin Bridge & Road
CONCRETE SUPPLIER:
Lattimore Materials
PLANT:
7
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @Q 28 Days
SLUMP:
3" Max
AIR:
N/A
TEST METHOD:
ASTM C -39
ASTM C -172
ASTM C -143
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(niches)
CONCRETE CLASS: 42
PLACEMENT DATE: 05/08/1996 BATCH TIME: 2 :21 pm
TIME SAMPLED: 3 :07 pm BY: Barry Cuble
WEATHER CONDITIONS: Sunny with light winds
TEMPERATURE (F) -AIR 86 F CONCRETE: 84 F
TRUCKNO: 574 TICKET NO: 7020996
AIR CONTENT ( %): 4.1% UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION: Inlets on Creekview Dr.
SAMPLE LOCATION: Inlets
ACCUMULATIVE YARDS: 10
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
1 1
3.0 05/15/1996
7
1 2
3.0 05/15/1996
7
1 3
3.0 06/05/1996
28
1 'i
1 n n�inc n
J6 JJ/1796
no
L.6
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
110710
3920
113360
4010
150500
5320
1.0nl
1 1�
cn4n
L tv
Note: No specifications were available, information was provided by the
contractor.
Technician: Barry Cuble Started: 1:30 pm Finished: 4:00 pm 1W Engiq.@dU*
Report Distribution:
(1) Emerson Partners, Inc.
(1) City of Coppell 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