2017-11-29_REVISION - C1981038 - Laserfiche WebLink

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Bridge No:Bowie Resources PID Number: SFN:N/A Project No: Year Built:~1975 Load Rated By:JR Date: Bridge Type:Corrugated Metal Pipe Checked By:LH Date: LRFR of In-Service, Corrugated Metal Pipe Structures N/A 11/16/2017 11/16/2017 Fill depth, H = 12.00 ft Structure Total Length, L = 600.00 ft HL-93 Truck HL-93 Tandem 2F1 3F1 4F1 5C1 SU4, SU5, SU6, SU7 Heavy Axle Load (kips)32.00 25.00 20.00 17.00 14.00 17.00 17.00 Pheavy (1+ IM) & madj (kips) =17.28 13.50 10.80 9.18 7.56 9.18 9.18 Saxle 1 (ft) =0.00 4.00 0.00 4.00 4.00 4.00 4.00 Axle 2 Load (kips)0.00 25.00 0.00 17.00 14.00 17.00 17.00 P2 (1+ IM) & madj (kips) =0.00 13.50 0.00 9.18 7.56 9.18 9.18 Saxle 2 (ft) =0.00 0.00 0.00 0.00 4.00 0.00 4.00 Axle 3 Load (kips)0.00 0.00 0.00 0.00 14.00 0.00 8.00 P3 (1+ IM) & madj (kips) =0.00 0.00 0.00 0.00 7.56 0.00 4.32 wheel spacing on axle 6.00 6.00 6.00 6.00 6.00 6.00 6.00 WD (ft) =13.67 13.67 13.13 12.96 12.79 12.96 12.96 WD (total) = 19.67 19.67 19.13 18.96 18.79 18.96 18.96 LD (ft) =12.83 12.83 12.69 12.69 12.69 12.69 12.69 LD (total) =12.83 16.83 12.69 16.69 20.69 16.69 20.69 AD = WD(total) x LD(total) =252.39 331.06 242.76 316.44 388.78 316.44 392.27 PD (kips) =34.56 54.00 21.60 36.72 45.36 36.72 45.36 ρ (L+IM) = PD/AD =0.14 0.16 0.09 0.12 0.12 0.12 0.12 T(L+IM) (k/ft) =0.75 0.90 0.49 0.64 0.64 0.64 0.64 Saxle 1 = distance from the heavy axle to the 1st adjacent axle, if the spacing is > 4', input Saxle1 = 0. Axle 2 Load = 1st adjacent axle load to the heavy axle, if the Saxle 1 > 4', input Axle 2 load = 0. Axle 3 Load = 2nd adjacent axle load to the heavy axle, if the Saxle 2 > 4', input Axle 3 load = 0. [ if WD (total) > L, use L = WD (total) in the calculations ] P (1+ IM) & madj = axle wheel loads plus dynamic load allowance and adjusted multiple presence factor. Revised by ODOT 5/2016 Page 8 of 10