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Design B total 202
DESIGN NOTES FOR STATE ROUTE 45 (OLD HICKORY BLVD.) OVER 1-65 DAVIDSON COUNTY BRIDGE ID NUMBER: 19100650081 FEDERAL PROJECT NUMBER: IM-65-3(108) STATE CONSTRUCTION NUMBER: 19012-3154-44 CONSTRUCTION CONTRACT NUMBER: A049 DESIGN SPECIFICATIONS: LRFD (2004, SPANS: EDITION) 165'0” ~ 168'0” OUT TO OUT WIDTH: 860” WELDED STEEL PLATE GIRDER BEAM SPACING: BRIDGE RAIL: (54" WEB) 10” STD-1-1 Date: August 24, 2004 DESIGNED BY: TENNESSEE WHP DEPARTMENT OF TRANSPORTATION DIVISION STRUCTURES DIRECTOR: EDWARD P WASSERMAN INDEX OF SHEETS SUBJECT Preliminary Design, vertical clearance and bridge length SHEET NUMBERS thru Preliminary loadings , Live Load Distribution factors, And Prel Plate Girder Sizes, cut-offs, and Design moments and shears - thru 44 Concrete Slab Design 45 thru 49 Positive Moment Girder Design 50 thru 61 Negative Moment Girder Design 62 thru 78 Flange Lateral Bending Stresses 79 thru 81 Constructibility 82 thru 96 Service Limit State Check 97 thru 98 Fatigue Design 99 thru 102 Shear Design (Stiffener Spacing) 103 thru 106 Shear Connector Design 107 thru 109 Transverse Intermediate Stiffeners, Bearing Stiffeners, and Cross-frame Stiffener Design 110 thru 112 Bolted Field Splice Design 113 thru 127 Detailed Bridge Plans Appendix A | j 1002 ALNNOD _NOSQIAVGa Ob b6+EZ NOILVIS XXXX 'ON 'Œ1 Tse, NOTLY1MƠJGNYMI, LN3N18Yd30 © vis 20 Sb 3inow Sivis 390108 " | i a 334$ N91S30 43dYuYd IeI-G1S HIIA LYAOYOL „0-r8 ® 10Y 1202 + PBS | \ oS © 2142/0171 3SYNg „0k2 =.0.2i B SGANY| ế oO „Ê»,Py = NI XMTSNOO Ï SSYHd a be ee '+UP9 — — ee bị „Ð-.£ i ro 1} | ns Geely & OLSSVEL DF ZSYNg „§~.y x NG2MISNGOT SSYHd i ~0-, Ẻ "0,2 SANVT| € mend oo+sz GS 0A1 ` M ® tẽ \ ——— Tell +ˆ wm (ABAYUNS NO OYWMYOS DNINOO) x2 NOI123S TY2T4AL (^1 , - osecz | oT L 200 ~ N : 9Z°Lr9 =— 'Vz 30t-2L+22 VIS 390108 4Ð 2NIN939—/ = | | ing Ww I : # taR $ inane i-1-Q1s ws "| (AAO 7.9 04 ave fd NDA "!8Y OL SEENY 1834016FZ t 29 ST Shee aH (OOZ1 32yos -(Q0Z1_31v2S) NOILVAS3 doc; eat ˆ 9M11SDC3 31WPIXOHddY suns “0A7G AUONIOTH M0 >114 ABAUNS `— _Ь _tW; zựO Lain 80-81 SVT SOS OD We An va t Ẳ ‘=“ oJ) 691 ev Xu S9-I A3A y3 HOEEE3I0MEGAVV ,0=,Yễ vu.0