Park West CC(15)-LR 940929REPORT OF CONCRETE COMPRESSIVE STRENGTH
Date of Service: 9/29/94 Report No.
Client No. Project No.
Client: Prcntiss Properties Limited, Inc. Project:
1717 Main Street, Suite 5000
Dallas, Texas 75201
Attn: Mr. Donald L. Mills, Constr. Mgr.
941394
43-1341-94
Wrangler Road Trench Line
Coppell, Texas
Services: Observe concrete for proper slump and mix number. Cast concrete compression tests.
CONTRACTOR: Tri-Dal
CONCRETE SUPPLIER: Redi-Mix
PLANT: 1
SPECIFICATION REQUIREMENTS:
STRENGTH: 4000 psi ~28 days
SLUMP: 2"
AIR: N/A
TEST METHOD: AST1V[ C-39
ASTM C- 143
PROJECT DATA
CONCRETE CLASS: 4000 psi
PLACEMENT DATE: 9/29/94
TIME SAMPLED: 2:30 p.m.
TEMPERATURE (F) - AIR 94°
TRUCK NO: 148
tUR CONTENT (%): N/A
PLACEMENT LOCATION:
Manhole at station 0+00, bottom wall, sanitary sewer.
BY: J. Love
CONCRETE: 89°
T~CKET NO: 130930
UNIT WEIGHT (pcf): N/A
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 0.25
1 2 0.25
1 3 0.25
1 4 0.25
DATE
TESTED
REPORT OF TESTS
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(Days) (lbs. force) (psi) TYPE
10/06/94
10/06/94
10/27/94
10/27/94
7 130,820 4,630
7 131,010 4,630
Average 7 days 4630
28
28
Average 28 days
Technician: J. Love
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) City of Coppell
(1) Tri-Dal Excavation
Started:
1:30 p.m.
Stopped: 3:00 p.m.
~ Engineering, Inc.
E. Eugene Harbour
Vice President
301AK This report is exclusively for the use of the client indicated above and shall not be reproduced except in furl without the written approval of HBC Engineering, Inc.
REPORT OF CONCRETE COMPRESSIVE STRENGTH
4747 ~
DMIm, Texas 75247
Date of Service: 9/29/94 Report No.
Client No. Project No.
Client: Prentiss Properties Limited, Inc. Project:
1717 Main Street, Suite 5000
Dallas, Texas 75201
Attn: Mr. Donald L. Mills, Constr. Mgr.
941394
43-1341-94
Wrangler Road Trench Line
Coppell, Texas
Services: Observe concrete for proper slump and mix number. Cast concrete compression tests.
CONTRACTOR: Tri-Dal
CONCRETE SUPPLIER: Redi-Mix
pL.q*r: 1
SPECIFICATION REQUIREMENTS:
STRENGm: 4000 psi ~28 days
SLUMP: 2"
AIR: N/A
TEST METHOD: ASTM C-39
ASTM C-143
PROJECT DATA
CONCRETE CLASS: 4000 psi
PLACEMENT DATE: 9/29/94
T~ME SAMPLED: 2:30 p.m.
TEMPERATURE (F) - AIR 94°
T~UCK NO: 148
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Manhole at station 0+00, bottom wall, sanitary sewer.
BY: J. Love
CONCRETE: 89°
TICKET NO: 130930
UNIT WEIGHT (PO0: N/A
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
1 1 0.25
1 2 0.25
1 3 0.25
1 4 0.25
REPORT OF TESTS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (Days) (lbs. force) (psi)
10/06/94 7 130,820 4,630
10/06/94 7 131,010 4,630
Average 7 days 4630
10/27/94 28 163,080 5,770
10/27/94 28 161,220 5,700
Average 28 days 5740
FRA~URE
TYPE
Technician: J. Love
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) City of Coppel~
(1) TrkDal Excavation
StartS: 1:30 p.m. Stopped: 3:00 p.m.
IBC Englneenij. g, Inc.
Vice President
301 AK This report Is exclusively fo~ the use of the client indicated above and shall not be reproduced except in full without the wriUen approval of HBC Engkmering, Inc.