Fellowship-LR 990324 (2)~IA-R--24--99 04 : 55 PM Fe I I owsh i e Ch ur ch 972~041658 P. 82
ENGINEERI~. INC.
CONCRETE MIX DESIGN
CONT~CTOR: L.H.Lacy Co., Inc. CLIENT NO.; 43-~2~3-96
SUPPLIER: Site Batch REPORT NO,: 9905956-~R
PROJECT: Fellowship Church DATE OF SERVICE: Februaw 23, 1999
Grapevine, Texas DATE OF REPORT: March 24, 1999
DESIGN SPECIFICATIONS: Per Clients Request, Min. 3000 PSI ~ 28-Days, 6,5 Sacks Type I
1.5" C. Aggregate, Slump Rang~ 2~", ASTM C2601C4~4 Admix
Design Strength: 3000 psi G 28 Days
Cement Content: 5.50 Type t, ASTM C-150 Holnam
Fly Ash Content: NONE % Cement~t~ous Mat. - Monex
Slump Range: 4" M~- Range 1-3"
Aggrega~ Size: 1.5" - ~ Crushed Stone Lattimore
Aggregate Size: 0 - ~ Natural Sand Trinity
Admixtures: YES ASTM, C~94 (Type A or D)
Admixtures: 5% +/- 1% AS~, C-260
Weight ~ ~st[mated
1 Cu Yd 1 Cy Yd 1 Cu Yd
F, Agg, Natural Sand .... ' ............. "
Total 3950 ~ 3950 · 27,000 cf
· Or as recommended by the supplier.
Estimated S% moisture in the sand, 0% moisture in stone.
Fresh Unit Weight ~t~f 1463
Water Cement Ratio ~1=, GallSk 0,50 5,6
Fly Ash, % of CementRious Mat. 0.00
C. Agg. as % of Total Agg. 62.59
E~e~rbour
bHL would like to be incladcd on ~our mailin~ Iisi lo receive ~11 ¢oncret¢ test
reports, AST~ C-94 anti{ilea a manufacturer to receive ¢opiea of all test reports
when arran;th Is used as a basis for acceptance.
H~s~, ~xaa 77~3 ~atJM, TeXM 73241 Auslin, Te~a~
722-07~ Fa~ (713) 722~7S8 (2143 630.1010 Fax (214] 6~-7070 fSI~) ~.1122 Fax t5131 442-i18} (110) 618.~S Fa~ (770) 61~*~15
MAR--24--99 04:55 PM Fe I I owsh i e Church 9?25041658 P. 05
ENGINEERING, INC,
CONCRETE MIX DESIGN
CONTRACTOR: L.H,Lacy Co., Inc. CLIENT NO.'. 45-1213-96
SUPPLIER: Site Batch REPORT NO.: 9905956R
PROJECT: Fellowship Church DATE OF SERVICE: February 23, 1999
Grapevine, Texas DATE OF REPORT: Msrch 24, 1999
DESIGN SPECIFICATIONS: Per Clients Request, Min. 3000 PSI (~ 28-Days, 6.0 Sacks Type I
1.5" C. Aggregate, Slump Range 1-3", ASTM C260 Admix
Design Strength: 3000 psi <~ 28 Days
Cement Content: 500 Type I, ASTM C-150 Holnam
Fly Aah Content: NONE % Cementitious Met. - Monex
Slump Range: 3" MAX - Range 1-3"
Aggregate Size: 1.5" - ~ Crushed Stone Lattomore
Aggregate Size: 0 - ~ Natural Sand Trinity
Admixtures: NO ASTM, C~94 (Type A or D)
kdml~ures: 5% +I- 1% ASTM, C-260
Welg ht ~ Estimated
I Cu Yd 1 Cy Yd 1 Cu Yd
F. Agg. Natural Sand 2.65 .......... ,,,,,~.,.,,~,~,!,6.. 1277 7.356
Total 3962 ~ 3962 ~ 27.000 cf
* Or a~ ~ommended by the supplier.
E~Umated 6% moisture in the sand, 0% moisture In stone.
Fresh Unit Weight ~lcf 146.8
Water Cement Ratio ~1~, GallSk 0.52 5.9
Fly Aah, % of Cementltlous Mat. 0,00
C. Agg. as % of Total Agg, 6244
HBC E~EERING, INC.
LHL would like to be included on your mailing
reports. ASTM C-94 entitile~ a manufacturer to receive copies of all test reports
when strength ia used aa a basis for acceptance.
f713) 7~2-07~ F~ (713) 722-0788 (21~)630-t010 Fu(214)630.3070 (~J2)~2-1t22 F~(Sl2)~2-11tl (??0) 6t~-3055 Fax (330) 618-~01~