DR9306-LR 950601~~~FEIlerbee-Walczak, Inc.
CONSTRUC11ON MATERIALS TESHNO
COMPRESSIVE STRENGTH (6x12" CYL.) AND/OR
FLEXURAL STRENGTH TEST (CENTERPOINT OR 3RD POINT)
REPORT NO.:
PROJECT:
CLIENT:
DATE OF PLACEMENT:
CONCRETE SUPPLIER:
STRENGTH REQ./28 DAYS:
DESIGN ID #:
TECHNICIAN:
MAO22cyl.doc
Bethel School Rd. Drainage Improvements
M.A. Vinson
6/1/95
Redi-Mix
3000
635
Submitted
TEST LOAD STRENGTH TYPE ADDN. INFO.
ID # SLUMP AGE DATE X 1000 PSI
I 7 06/08 118.0 4174
2 7 06/08 123.5 4369
3 28 06/29
4 28 06/29
LOCATION: 100' farther than last pour
REMARKS:
cc:
Cyls. submitted by contractor, picked upb~b 6/6
Renald A. Ellerbee, C.E.T.
~.A. Vinsen
Ci~ of Coppell
6900 So. Freeway, Suite A I · Fort Worth, Texas 76134
Laboratory: (817) 293-0111 {817)293-0257 · Fax: (817) 596-0941
,~~E II,e,~ b e e-Wal cz a k, Inc.
OONoTRUC~TION MATEltlALS 7ESflNG
COMPRESSIVE STRENGTH {6x12" CYL.) AND/OR
FLEXURAL STRENGTH TEST (CENTERPOINT OR 3RD POINT)
REPORT NO.:
PROJECT:
CLIENT:
DATE OF PLACEMENT:
CONCRETE SUPPLIER:
STRENGTH REQ./28 DAYS:
DESIGN ID #:
TECHNICIAN:
MAO22cyl.doc
Bethel School Rd. Drainage Improvements
M,A. Vinson
6/1/95
Redi-Mix
3000
635
Submitted
TEST LOAD STRENGTH TYPE ADDN, INFO.
ID # SLUMP AGE DATE X 1000 PSI
I 7 06/08 118.0 4174
2 7 06/08 123.5 4369
3 28 06/29 145.5 5147
4 28 06/29 149.0 5271
LOCATION: 100' farther tl~au last pour
REMARKS:
cc:
Cyls. submitted by contractor, picked up by lab 6/8
M.A. Vinson
City of Coppell
6900 So. Freeway, SuiteA-1 · Fort Worth, Texas 76134
Laboratory: (817) 293 0111 · (817) 293-0257 Fax: (817) 596-0941