Vista Point II 3-7-LR050811 [1~40 Reedcr Rd · [)arias, IX 75229
Icl /2141 3~2-4~01} · },ax 1214) 352 4811
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Scott & Reid GcnerM ( ontraclo -s, lnc Sample Date: 08/04/05
PROJECT: Vista Point Il Lots 3 7 Project No.: M05-842
LewisviIle ,' Coppell, Texas
CONCRETE INFORMATION
Harrison Structures
7155144
96
93
12:40 p.m
1:10 p.m
Partly Cloudy
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231)
WATER ADDED (gal):
SLUMP (inches) (ASTrv1 C-143)
CONTRACTOR:
TICKET NO.: LMC
AMBIENT TEMP. (°F): 7 / 5016
CONCRETE TEMP. (°F): 1701
TIME BATCHED:
TIME SAMPLED: 5
WEATHER CONDITION: I Y~
LOCATION OF PLACEMENT: Sanitary Sewer Manhole, Line SS~I station 5+00
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE SPECIFIED COMPRESSIVE
NUMBER (Days) TESTED (Pounds) STRENGTH STRENGTH
(psi) (psi)
lA
8/11/05
118170
4180
1B 28 9/01/05 147850 ,5230
I C 28 9/01/05 144980 5130
1D Hold Hold
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Curing:
4200 / 28 days _
lechnicmn: MoeMunim
FARGO CONSULTANTS, IN(;.
Checked By:/7~
Scott & Reid General Contractors. IRc. Kenny Newman
Pacheco Koch Consulting Engineers Erik Haug[ie, P E
San Saba Construction, Inc. Robert Beserra
(Pity of Coppell - Larry Davis