Westbury Manor-LR 990315FUGRO 8OUTH, INC.
2880 Vb'oo I~;
Ph (9?2) 484-8301
Dallas. Texas 75229
Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Ryland Homes
Westbury Manor, Coppell, Texas
Report Date: March 15, 1999
Project No.: 0781-2277
SAMPLE DATE: March 5, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDmON:
LOCATION OF PLACEMENT:
Site Concrete
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (As'm c-23t):
WATER ADDED (gal):
SLUMP (in.) (ASTM C.143):
Manhole, intersection of Sandy Lake and Westbury, station 0+00
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE REQUIRED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER : (day~) TESTED (pounds) (Iml)
WMC 13 7 3-!2.-.99 147000 5199 3500/28 days
WMC 14 28 4-2-99
WMC 15 28 4-2-99
WMC 16 Hold
Fracture mode is (A) unless o~erwise noted
Speciflcali°ns: Making & ASTM C'31 T"ting ASTM C'143, Typesof ~ [~] ~ 0
Curing: Melts:Is: ASTM C-39 Fracture: A B C D
REMARKS:
Cylinders cast by Contractor. All information except test data furnished by Contractor and
assumed to be correct.
Technician: Bob Shea
FUGRO SOUTH INC.
Reviewed By: ~..--~
SMH/mv .
Distribution: Ryiand Homes - Mark Gaines'/
............. City of COppelt-~.::Larry.*Davis/-
' Goodwin & Marshall - David Gregory
~ .... Site conCr6te
FUGRO SOUTH, INC.
(972) 484.8301; Fax (972) 820-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Ryland Homes Report Date: March 15, 1999
PROJECT: Westbury Manor, Coppell, Texas Project No.: 0781-2277
SAMPLE DATE: February 12, 1999
CONTRACTOR: Moss
TICKET NO.: 7065530
AMBIENT TEMP. (°F): 40
CONCRETE TEMP. (°F) (Aswa c.10s4): 56
TIME BATCHED: 7:58
TIME SAMPLED: 9:20
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/0
MIX ID NUMBER: 44
AIR (%) (Aswa c.231):
WATER ADDED (gal):
SLUMP (in.) (Aswa c.14~): 3
Manhole - Sanitary sewer line S-1, Station 8+93
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE REQUIRED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
WMC 5 7 2-19-99 132000 4669 4200/28 days ,
WMC 6 28 3-12-99 153000 5412
WMC 7 28 3-12-99 151000 5341
WMC 8 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0'31 T"ting ASTM C'143. Typesof B ~[~ [~~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Michael Overstreet
FUGRO SOUTH INC.
SMH/mv
Distribution:
Ryland Homes - Mark Gaines /
City of Coppell - Larry Davis ~
Goodwin & Marshall - David Gregory
Moss Construction
Reviewed By: ~,