DESCRIPTION

Type of girder : PC I Girder PC U Girder PC Voided Slab Prestressing system : Post-tension, Pretension Production system : Segmental, Non-segmental

DESIGN AND MANUFACTURING REFERENCE

Design SNI 03-1725-1989 Recommendation for Design Loading of Highway Bridges BMS 7 - 1992 Bridge Design Code AASHTO - 1992 Standard Specification for Highway Bridges ACI 318 - 2002 Building Code Requirements for Structural Concrete SNI 03-2847-2002 Indonesian Concrete Code Manufacturing WIKA BETON-09-IK-005 Girder Manufacturing Work Instruction

PC I-GIRDER SHAPE AND DIMENSION

Height (H) Weight Notation (mm)

(cm) (ton/m) Wa Wb hf1 hf2 hf3 hf4 h web t web 90 0.788 350 650 75 75 100 125 525 170 125 0.936 350 650 75 75 100 125 875 170 160 1.297 550 650 125 75 100 225 1075 180 140 1.524 800 700 200 120 250 250 700 200 170 1.674 800 700 200 120 250 250 1000 200 210 1.874 800 700 200 120 250 250 1400 200 230 1.974 800 700 200 120 250 250 1600 200

BRIDGE CONCRETE PRODUCTS

PC I-GIRDER CLASSIFICATION

Span (m)

Beam spacing (cm) Span (m)

Beam spacing (cm) A - Class (Cube : 800 kg/cm2) B - Class (Cube : 500 kg/cm2)

H-90 H-125 H-140 H-160 H-170 H-210 H-230 H-90 H-125 H-140 H-160 H-170 H-210 H-230 16 185 230 16 185 230 17 140 230 17 140 230 18 140 230 18 140 230 19 140 230 19 230 20 230 20 185 230 230 21 230 21 185 230 230 22 230 22 140 230 230 23 230 23 140 230 230 24 185 230 230 24 140 230 230 25 185 230 230 25 230 230 26 140 230 230 26 185 230 27 140 230 230 27 185 185 230 28 140 230 230 28 185 185 230 29 185 230 29 140 185 230 30 185 230 30 140 140 230 31 185 230 31 140 140 230 32 140 230 32 140 140 185 230 33 140 230 33 140 140 185 230 34 140 230 34 185 230 35 185 230 35 140 230 36 185 230 36 140 230 37 185 230 37 140 185 230 38 140 185 230 38 140 185 230 39 140 185 230 39 140 185 230 40 140 140 230 40 185 185 41 140 140 230 41 140 185 42 140 140 230 42 140 185 43 140 140 230 43 140 185 44 140 230 44 140 140 45 185 230 45 140 140 46 185 230 46 140 47 185 230 47 140 48 185 185 48 140 49 185 185 49 50 140 185 50 51 140 185 51 52 140 140 52

PC U-GIRDER SHAPE AND DIMENSION

PC U-GIRDER CLASSIFICATION

Standard distance center to center: 310 cm

Height (H) Span (m)

(cm) 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 120 √ √ √ √

130 √ √ √

140 √ √ √ √

165 √

175 √ √ √ √ √

185 √ √ √ √ Note: √ : Concrete compressive strength 800 kg/cm2 (cube)

: Concrete compressive strength 600 kg/cm2 (cube)

PC VOIDED SLAB SHAPE AND DIMENSION

Height (H) Weight Notation (mm) (cm) (ton/m) hf1 hf2 hw1 hw2 t web Wa Wb 120 2.273 170 100 130 800 300 1000 1720 130 2.422 170 100 230 800 300 1000 1720 140 2.572 170 100 330 800 300 1000 1720 165 2.948 170 100 130 1250 300 1000 1900 175 3.098 170 100 230 1250 300 1000 1900 185 3.248 170 100 330 1250 300 1000 1900

Height (H) Span (m) (cm) 5 6 7 8 9 10 11 12 13 14 15 16 17 57 √ 62 √ 66 √

Note: √ : Concrete compressive strength 800 kg/cm2 (cube)

: Concrete compressive strength 500 kg/cm2 (cube)

Height (H) Weight Notation (mm) (cm) (ton/m) h1 h2 h3 Wa Wb D 57 1.070 430 40 100 910 970 250 62 1.075 480 40 100 910 970 300 67 1.166 530 40 100 910 970 300