CF-Andrew Park 2-CS 950726214 ~5 484~
RODMAN EXCAVATION lINC.
6831 ASH STI~EET
FRISCO TEXAS 75034
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~5 O?:O1AM ~ODMAM ExcAvATIOM ~.2
Client: Rodman Excavation
uate 25-J u1-95
Proiect: Andrew Brown Jr. Community Park
MaterialS:
~,enlent:
FlyaSh:
Coarse Agg.:
Fine Agg,:
Admixtures:
Type l, ASTM C-150, Texas-LeHigh Cemettt
Class C ASTM C-618,Monex
AS'TM C-33,1"-#4 Lattimore Crushed Stone
AS'I'M C-33, Lattimore Concrete Sand
ASTM ¢-494. Sika
ASTM C.260, Sika
40
Mix No, 4000
Stren.jtl~ ~ 28 Days Air
Cement, lbs 517
0
Fly ASh, lbs 1850
C, Agg., lbs 1369
Sand, Ib~ 238
Water, lbs 20.7
W/R, oz 3.4
_A.E._A. oz 3974
Total Weight
Unit. Wt, fflCF 147. ~ 9
WtC Ratio, # 0.46
Fly ASI1, % 0
Maximum Tamp, deg. 95
5
Max. Slump, inches 3-5
Ai~, % entmine~l
* Admixture dosage sup)act to a(~justmem as .ceded (AE, TM C-94, Note 7)
"A~r ~ntent per re~mme~at~o~ of ASTM C-9~.7 (Table 3)
Lattimote ReaQy Mix guarantys the a~ove mix ~esig. will a=hie~e
the s~olfi~ strength w~en tested and evaluat~ in at. enos w~h
ASTM C-~72, C-31, C-39 a~ C-94 sad when the re~m~e~ pm~dureS
for placemenl and ~ti~g outli~G