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By Ronald D. Flach

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All dimensions are out-to-out of bar except ? A and ? G on standard 180 and 135 degree hooks. 2. dimensions on 180 degree hooks to be shown only where necessary to restrict hook size, otherwise AC1 standard hooks are to be used. 3. on Types 3, 5, and 22. it should be shown. 4. Hdimension stirrups to be shown where necessary to fit within concrete. 5. Where bars are to be bent more accurately than standard fabricating toler- ances, bending dimensions that require closer fabrication should have limits indicated.

104 H-2C-Precast AASHTO I-Beam Sections-Pretensioned Strands (60 to 80 ft Spans) ....................................... 106 H-2D-Precast AASHTO I-Beam Sections-Pretensioned Strands (90 to 120 ft Spans)..................................... 108 46 H-2E-Precast AASHTO I-Beam Sections-PostTensioned Strands (60 to 90 ft Spans) ..................... 112 H-3-PrecastPrestressed Concrete I-Beam Bridge-General ................................ 114 H-3A-PrecastPrestressed Concrete I-Be geAbutment Details .....................................................

15 mm) 4 = 11/2in. (15mm) 5 = 11/2 in. (15 mm) for diameter 2 30 in. (760 mm) 5 = 11 in. (25 mm) for diameter > 30 in. 5% x “ O dimension, 2 I2 in. (50 mm) minimum ’ Note: All tolerances single plane and as shown. Dimensions on this line are to be within tolerance shown but are not to differ from the opposite parallel dimension more than 1/2 in. (15 mm). t less than 1/2 in. (15 mm) on all 90 degree hooks and bends. If application of positive tolerance to Type 9 results in a chord length t the arc or bar length, the bar may be shipped straight.

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aci detaling manual by Ronald D. Flach


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