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DR0002-SP020110Date: 1/10/02 C 789 -95a Material Take -Off (2 Cage Design) Time: 4:11 PM Project: Location: Coppell Steel Purchase Order No:- 26.289 ZG. 24 Z -Steel Due Date: 1/22/02 Texas Manufacturing Plant: Grand Prairie Rise ft): Texas Submittal Date: 1/10/02 By: HGM Revision Date: By: Contractor: R -Con Const. Sales Order No: 20173 Work Order No: 14536 2.00 Steel Purchase Order No:- 26.289 ZG. 24 Z -Steel Due Date: 1/22/02 5.050 Desian Enter "X" Joint Length: 8.00 Rise ft): ASTM C 789 -95a X Job Quantity (L. F.): 0.00' 8.00 TxDOT Job Quantity (Jts.): 24 Wall (h) (in.): ODOT Specification: (MOD) ASTM C 789 -95a - Table 1 7.00 LADOTD Specification (Metric): (MOD) ASTM C 789M -95a - Table 1 Chamfer -'D' (in.): 4.00 RCB Designation: 6'x 5'C 789 -95a, Tbl. 1 at H = 2.00' 1.00 RCB Desianation (Metric): 1800 mm x 1500 mm C 789M -95a. Tbl. 1 at H = 0.61 m Fill Height ft): 2.00 Fill Height Range - Maximum (ft.): 5.050 Span ft): 6.00 Rise ft): 5.00 Top Slab (in.): 8.00 Bottom Slab (in.): 7.00 Wall (h) (in.): 7.00 Horiz. Haunch -'Eh' (in.): 7.00 Vert. Haunch -'Ev' (in.): 7.00 Chamfer -'D' (in.): 4.00 Top O/S Cover -'Ho' (in.): 1.00 Top I/S Cover - 'Hi' (in.): 1.00 O/S Cover - 'Co' (in.): 1.00 I/S Cover -'Ci' (in.): 1.00 Concrete Wt. (pcf): 155 Design f (psi): 5,000 Steel Yield (psi): 65,000 Ship. Wt. (Ibs /LF): 2,364 Std. Wt. (tons /LF): 1.2055 (1) For Size £ 6'x5', Longitudinal = W3.5. Else Pct. Gravel (% /100): 0.5600 Cement Yield: 5.050 Ash Yield: 1.450 Gravel (% /100): 0.4770 Gravel Tons /Ft.: 0.5750 Sand (%/100): 0.3747 Sand Tons /Ft.: 0.4517 Cement (% /100): 0.1158 Cement Tons /Ft.: 0.1396 Ash (% /100): 0.0325 Ash Tons. /Ft.: 0.0392 As1: W4.01W3.5 x 2/6 x 94 As2: W6.01W3.5 x 2/6 x 94 As3: W4.81W3.5 x 2/6 x 94 = W4.5 J. to (2) Dec. Places! 0.24 ! : 0.36 ! : 0.29 t Overhang: 0.50 ht Overhang: 0.00 igitudinals (Enter "W "): (1) Heavy: 3.5 Regular: 0 t. Spc: As1: 6 t. Spc. -As2: 6 t. Spc. -As3: 6 Wt. /Ft.: 8.4023 Wt. /Ft.: 11.6663 I Wt. /Ft.: 9.7079 Mat Lng. Mat Lng. Mat Lng. Ea. As1 = 0.24 - W4.01W3.5 x 2/6 x 94 x 14.50'(121.8326 Ibs. /mat) 0.50 & 0.00 O.H. Ea. As2 = 0.36 - W6.0/W3.5 x 2/6 x 94 x 12.50'(145.8281 Ibs. /mat) 0.50 & 0.00 O.H. Ea. As3 = 0.29 - W4.8/W3.5 x 2/6 x 94 x 12.50'(121.3481 Ibs. /mat) 0.50 & 0.00 O.H. Total Lbs. = 14.50 12.50 12.50 Spaces 29 25 25 R- Con- Meadoworeek- 6x5.xls - ASTM C 789 -95a - 2 Cages