Vista Point II 3-7-LR051018 H440 {cede RI · Dalhs. iX 75229
Icl (214) 7524100'Fax(214)352 dS/I
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: S~.:~ & Reid (k'ncral Contractors,
PROJECT: Vista Pointll Ids3-
l,cx~isxillc Coppd], ['cxas
I
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
CONCRETE INFORMATION
Garland Concrete
157318
78
83
10:24 am
11:00 a.r'r
Sample Date:
Project No.: M054~42
CONCRETE SUPPLIER: Nelson Brothers
PLANT/TRUCK: 1 / 112
MIX ID NUMBER: PD37AEA
AIR (%) (ASTM C-23'i) 4.0
WATER ADDED (gal): 0
C, Ioudy SLUMP (inches) (ASTM C-143) 5
Paving replacement, south approach - 20' west of MacArthur Boulevard
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
AGE DATE TOTAL LOAD ! COMPRESSIVE SPECIFIED COMPRESSIVE
TESTED (Pounds) i STRENGTH STRENGTH
(psi)
CYLINDER
NUMBER
IB
! C
(Days)
7 10/18/05 105360
28 i Jl/08/05 ~ 136910
28 11/08/05 139050
Hold ~ Hold
(psi)
373¢)
4840
4920
Making & ASTMC 31 Testing Methods ASTM C-143 &STM C 39
Curing:
4200 / 28 days
Scot[&ReidGeneraiContrscto~s Ino Kenny Newman
C~acr-eco Koch Consultng En{llneers Erik Hauglie nE
San Saba ConstRiction !nc Robert Bese:ra
FARGO CONSUI/FANTS~ INC.
C}~c~ kcd By: p/'
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