TPlans For Information Only_Barkley Intake Crane.pdf

FOR IN

FORMATIO

N O

NLY

Azimuth = 253°10' 56"

ALLOWABLE CURRENT ALLOWABLE CURRENT

0.250 IN. RAIL RATE NGVD 29 Elev.Diff. 0.250 IN. RAIL RATE

Station Distance PER 20 FT. OF CHANGE Elevation Pnt. To PNT. PER 20 FT. OF CHANGE feet feet inches inches inches feet inches inches inches inches

0+00 0.000 0.000 0.000 396.60 inches inches 0+18.82 18.825 0.001 0.012 0.235 0.012 396.60 0.000 0.235 0.0000 0.0000 0.0120 0.0120 0+36.75 36.748 0.002 0.020 0.224 0.008 396.60 0.000 0.224 0.0000 0.0000 0.0084 0.0084 0+54.69 54.688 -0.002 -0.029 0.224 0.049 396.59 -0.036 0.224 -0.0360 0.0360 0.0492 -0.0492 1+14.654 114.650 -0.075 -0.900 0.750 0.871 396.55 -0.516 0.750 -0.5160 0.5160 0.8712 -0.8712 1+33.50 133.497 -0.063 -0.756 0.236 0.144 396.55 0.000 0.236 0.0000 0.0000 0.1440 0.1440 1+53.74 153.747 -0.070 -0.840 0.253 0.084 396.55 0.000 0.253 0.0000 0.0000 0.0840 -0.0840 1+61.75 161.746 -0.058 -0.696 0.100 0.144 396.54 -0.120 0.100 -0.1200 0.1200 0.1440 0.1440 1+18.25 181.252 -0.056 -0.672 0.244 0.024 396.55 0.120 0.244 0.1200 0.1200 0.0240 0.0240 2+00.76 200.760 -0.048 -0.576 0.244 0.096 396.55 0.000 0.244 0.0000 0.0000 0.0960 0.0960 2+21.25 221.246 -0.053 -0.632 0.256 0.056 396.56 0.120 0.256 0.1200 0.1200 0.0564 -0.0564 2+39.81 239.810 -0.043 -0.517 0.232 0.115 396.55 -0.120 0.232 -0.1200 0.1200 0.1152 0.1152 2+47.83 247.833 -0.048 -0.575 0.100 0.058 396.55 0.000 0.100 0.0000 0.0000 0.0576 -0.0576 2+66.93 266.928 -0.048 -0.576 0.239 0.001 396.56 0.120 0.239 0.1200 0.1200 0.0012 -0.0012 2+86.74 286.741 -0.034 -0.407 0.248 0.169 396.56 0.000 0.248 0.0000 0.0000 0.1692 0.1692 3+06.10 306.099 -0.048 -0.577 0.242 0.170 396.56 0.000 0.242 0.0000 0.0000 0.1704 -0.1704 3+25.78 325.777 -0.029 -0.348 0.246 0.229 396.55 -0.120 0.246 -0.1200 0.1200 0.2292 0.2292 3+33.72 333.718 -0.009 -0.107 0.099 0.241 396.57 0.240 0.099 0.2400 0.2400 0.2412 0.2412 3+52.04 352.040 -0.034 -0.404 0.328 0.056 396.55 0.000 0.328 0.0000 0.0000 0.0564 -0.0564 3+72.41 372.413 -0.047 -0.560 0.255 0.156 396.55 0.000 0.255 0.0000 0.0000 0.1560 -0.1560 3+92.23 392.233 -0.036 -0.432 0.248 0.128 396.54 -0.120 0.248 -0.1200 0.1200 0.1284 0.1284 4+11.69 411.687 -0.024 -0.282 0.243 0.150 396.55 0.120 0.243 0.1200 0.1200 0.1500 0.1500 4+19.74 419.736 -0.020 -0.240 0.101 0.042 396.53 -0.240 0.101 -0.2400 0.2400 0.0420 0.0420 4+38.63 438.633 -0.009 -0.102 0.236 0.138 396.56 0.360 0.236 0.3600 0.3600 0.1380 0.1380 4+58.70 458.705 -0.031 -0.366 0.251 0.264 396.58 0.240 0.251 0.2400 0.2400 0.2640 -0.2640 4+75.37 475.371 -0.012 -0.149 0.208 0.217 396.57 -0.120 0.208 -0.1200 0.1200 0.2172 0.2172 4+92.68 492.684 -0.005 -0.061 0.216 0.088 396.55 -0.240 0.216 -0.2400 0.2400 0.0876 0.0876 5+10.47 510.469 0.002 0.024 0.222 0.085 396.59 0.480 0.222 0.4800 0.4800 0.0852 0.0852 5+59.64 559.642 0.002 0.020 0.615 0.004 396.56 -0.360 0.615 -0.3600 0.3600 0.0036 -0.0036 5+77.46 577.464 -0.010 -0.122 0.837 0.146 396.59 0.000 0.837 0.0000 0.0000 0.1464 -0.1464 5+98.69 598.693 -0.006 -0.068 0.265 0.054 396.60 0.120 0.265 0.1200 0.1200 0.0540 0.0540 6+09.25 609.247 -0.003 -0.030 0.132 0.038 396.59 -0.120 0.132 -0.1200 0.1200 0.0384 0.0384 6+26.66 626.657 0.005 0.058 0.218 0.088 396.57 -0.240 0.218 0.2400 0.2400 0.0876 0.0876 6+45.97 645.973 0.000 0.000 0.241 0.058 396.59 0.240 0.241 0.2400 0.2400 0.0576 -0.0576 6+65.70 665.699 -0.002 -0.022 0.247 0.022 396.59 0.000 0.247 0.0000 0.0000 0.0216 -0.0216 6+77.77 677.773 -0.001 -0.016 0.151 0.006 396.58 -0.120 0.151 0.1200 0.1200 0.0060 0.0060 7+14.75 714.755 0.003 0.041 0.462 0.056 396.59 0.120 0.462 0.1200 0.1200 0.0564 0.0564 7+32.70 732.699 -0.009 -0.102 0.224 0.143 396.61 0.240 0.224 0.2400 0.2400 0.1428 -0.1428 7+43.72 743.725 -0.001 -0.014 0.138 0.088 396.59 -0.240 0.138 0.2400 0.2400 0.0876 0.0876 7+60.68 760.685 0.009 0.106 0.212 0.120 396.56 -0.360 0.212 0.3600 0.3600 0.1200 0.1200 7+79.81 779.811 -0.002 -0.019 0.239 0.125 396.57 0.120 0.239 0.1200 0.1200 0.1248 -0.1248 7+99.70 799.702 0.001 0.014 0.249 0.034 396.60 0.360 0.249 0.3600 0.3600 0.0336 0.0336

OF CHANGE INTERVAL

STRAIGHTNESS STRAIGHTNESS

ABSOLUTE VALUE CHANGE IN RAIL

RAIL RATE OFFSET WITHIN

BARKLEY POWERHOUSE INTAKE CRANE RAILS

RAIL STRAIGHTNESS

DOWM STREAM RAIL (RAIL 1)

Offfset

ELEVATIONSTRAIGHTNESS

FOR IN

FORMATIO

Azimuth = 253°10' 56"

0.250 IN. RAIL RATE NGVD 29 Elev.Diff. 0.250 IN. RAIL RATE

Station Distance PER 20 FT. OF CHANGE Elevation Pnt. To PNT. PER 20 FT. OF CHANGE feet feet inches inches inches feet inches inches inches inches

8+27.59 827.594 0.001 0.013 0.349 0.001 396.55 -0.600 0.349 0.6000 0.6000 0.0012 -0.0012 8+47.36 847.356 -0.002 -0.028 0.247 0.041 396.59 0.480 0.247 0.4800 0.4800 0.0408 -0.0408 8+66.63 866.634 -0.011 -0.132 0.241 0.104 396.62 0.360 0.241 0.3600 0.3600 0.1044 -0.1044 8+79.81 879.806 0.000 0.005 0.165 0.137 396.58 -0.480 0.165 0.4800 0.4800 0.1368 0.1368 8+94.56 894.565 0.004 0.043 0.184 0.038 396.56 -0.240 0.184 0.2400 0.2400 0.0384 0.0384 9+14.61 914.614 0.001 0.010 0.251 0.034 396.60 0.480 0.251 0.4800 0.4800 0.0336 -0.0336 9+33.56 933.556 0.007 0.086 0.237 0.077 396.61 0.120 0.237 0.1200 0.1200 0.0768 0.0768 9+61.54 961.538 -0.001 -0.013 0.350 0.100 396.57 -0.480 0.350 0.4800 0.4800 0.0996 -0.0996 10+00.57 1000.572 -0.001 -0.013 0.488 0.000 396.62 0.600 0.488 0.6000 0.6000 0.0000 0.0000 10+11.94 1011.936 0.009 0.108 0.142 0.121 396.61 -0.120 0.142 0.1200 0.1200 0.1212 0.1212 10+20.54 1020.545 -0.003 -0.035 0.108 0.143 396.55 -0.720 0.108 0.7200 0.7200 0.1428 -0.1428 10+48.67 1048.670 0.000 -0.001 0.352 0.034 396.59 0.480 0.352 0.4800 0.4800 0.0336 0.0336 10+67.55 1067.555 -0.011 -0.134 0.236 0.133 396.60 0.120 0.236 0.1200 0.1200 0.1332 -0.1332 10+80.46 1080.460 -0.007 -0.079 0.161 0.055 396.59 -0.120 0.161 0.1200 0.1200 0.0552 0.0552 10+95.48 1095.478 -0.006 -0.073 0.188 0.006 396.57 -0.240 0.188 0.2400 0.2400 0.0060 0.0060 11+16.48 1116.479 -0.010 -0.122 0.263 0.049 396.60 0.360 0.263 0.3600 0.3600 0.0492 -0.0492 11+34.47 1134.475 -0.017 -0.206 0.225 0.084 396.60 0.000 0.225 0.0000 0.0000 0.0840 -0.0840 11+45.67 1145.673 -0.006 -0.068 0.140 0.138 396.59 -0.120 0.140 0.1200 0.1200 0.1380 0.1380 11+62.51 1162.508 -0.014 -0.167 0.210 0.098 396.56 -0.360 0.210 0.3600 0.3600 0.0984 -0.0984 11+83.25 1183.251 -0.025 -0.295 0.259 0.128 396.60 0.480 0.259 0.4800 0.4800 0.1284 -0.1284 12+01.51 1201.512 -0.022 -0.266 0.228 0.029 396.60 0.000 0.228 0.0000 0.0000 0.0288 0.0288 12+35.44 1235.441 0.000 0.000 0.424 0.266 396.54 -0.720 0.424 0.7200 0.7200 0.2664 0.2664

0.09 396.57 396.61 396.54

NOTES:

1) 0.000 denotes value is above the CMAA Allowable.

2) Entire length of RAIL 1 is within CMAA Overall Straightness Tolerance is 0.375 inch.

3) Elevation range = 0.3852 inches (0.03125 feet).

4) Elevation differences, point to point, are holding 0+00 end of rail.

5) Elevations are Trig. Elevations holding to a Mon SP-1 at 396.3189 NGVD29.

6) Base Line is from Station 0+00 to 12+35.44 that has an Azimuth of 253°10'56"

STRAIGHTNESS

CHANGE IN RAIL

ELEVATION RANGE

ELEVATION AVERAGE

ALLOWABLE HIGH

ALLOWABLE LOW

DOWM STREAM RAIL (RAIL 1)

STRAIGHTNESS ELEVATION

STRAIGHTNESS

ABSOLUTE VALUE

OFFSET WITHIN

OF CHANGE INTERVAL

Offfset RAIL RATE

FOR IN

FORMATIO

Azimuth = 253°10' 54"

0.250 IN. RAIL RATE NGVD 29 Elev.Diff. 0.250 IN. RAIL RATE

Station Distance PER 20 FT. OF CHANGE Elevation Pnt. To PNT. PER 20 FT. OF CHANGE feet inches inches inches feet inches inches inches

0+00 0.000 0.000 0.000 396.59 inches inches 0+17.84 17.840 0.001 0.007 0.223 0.007 396.58 -0.180 0.223 -0.1800 0.180 0.007 0.007 0+37.82 37.820 -0.008 -0.091 0.250 0.098 396.57 -0.060 0.250 -0.0600 0.060 0.098 -0.098 0+53.88 53.880 -0.004 -0.052 0.201 0.040 396.57 0.030 0.201 0.0300 0.030 0.040 0.040 0+74.49 74.490 -0.005 -0.064 0.258 0.012 396.53 -0.552 0.258 -0.5520 0.552 0.012 -0.012 0+82.55 82.550 0.019 0.226 0.101 0.289 396.52 -0.079 0.101 -0.0792 0.079 0.289 0.289 1+02.28 102.280 -0.006 -0.077 0.247 0.302 396.52 0.048 0.247 0.0480 0.048 0.302 -0.302 1+21.52 121.520 -0.001 -0.013 0.241 0.064 396.53 0.048 0.241 0.0480 0.048 0.064 0.064 1+41.28 141.280 0.005 0.055 0.247 0.068 396.52 -0.067 0.247 -0.0672 0.067 0.068 0.068 1+60.42 160.420 0.010 0.124 0.239 0.068 396.52 -0.030 0.239 -0.0300 0.030 0.068 0.068 1+68.75 168.750 0.015 0.179 0.104 0.055 396.53 0.059 0.104 0.0588 0.059 0.055 0.055 1+89.98 189.980 0.022 0.266 0.265 0.088 396.53 0.040 0.265 0.0396 0.040 0.088 0.088 2+07.74 207.740 0.026 0.311 0.222 0.044 396.54 0.163 0.222 0.1632 0.163 0.044 0.044 2+27.24 227.240 0.035 0.414 0.244 0.103 396.52 -0.284 0.244 -0.2844 0.284 0.103 0.103 2+46.75 246.750 0.019 0.228 0.244 0.186 396.52 -0.017 0.244 -0.0168 0.017 0.186 -0.186 2+54.78 254.780 0.037 0.439 0.100 0.211 396.52 0.064 0.100 0.0636 0.064 0.211 0.211 2+93.80 293.800 0.015 0.182 0.488 0.257 396.55 0.269 0.488 0.2688 0.269 0.257 -0.257 3+14.05 314.050 0.019 0.232 0.253 0.049 396.52 -0.282 0.253 -0.2820 0.282 0.049 0.049 3+32.72 332.720 0.018 0.216 0.233 0.016 396.52 -0.012 0.233 -0.0120 0.012 0.016 -0.016 3+40.65 346.650 0.020 0.240 0.174 0.024 396.54 0.204 0.174 0.2040 0.204 0.024 0.024 3+61.33 361.330 0.010 0.116 0.184 0.124 396.52 -0.247 0.184 -0.2472 0.247 0.124 -0.124 3+81.55 381.550 0.018 0.210 0.253 0.094 396.52 0.050 0.253 0.0504 0.050 0.094 0.094 4+00.60 400.600 0.022 0.262 0.238 0.052 396.52 -0.025 0.238 -0.0252 0.025 0.052 0.052 4+18.70 418.700 0.017 0.204 0.226 0.058 396.51 -0.092 0.226 -0.0924 0.092 0.058 -0.058 4+43.46 443.460 0.014 0.167 0.310 0.037 396.54 0.323 0.310 0.3228 0.323 0.037 -0.037 4+59.55 459.550 0.016 0.197 0.201 0.030 396.55 0.090 0.201 0.0900 0.090 0.030 0.030 4+74.82 474.820 0.020 0.245 0.191 0.048 396.54 -0.086 0.191 -0.0864 0.086 0.048 0.048 4+91.71 491.710 0.024 0.288 0.211 0.043 396.50 -0.455 0.211 -0.4548 0.455 0.043 0.043 5+10.40 510.400 0.027 0.320 0.234 0.032 396.54 0.428 0.234 0.4284 0.428 0.032 0.032 5+32.61 532.610 0.025 0.304 0.278 0.017 396.55 0.121 0.278 0.1212 0.121 0.017 -0.017 5+58.73 558.730 0.033 0.395 0.327 0.091 396.51 -0.485 0.327 -0.4848 0.485 0.091 0.091 5+78.67 578.670 0.028 0.338 0.249 0.056 396.54 0.391 0.249 0.3912 0.391 0.056 -0.056 6+25.78 625.780 0.014 0.169 0.589 0.169 396.52 -0.215 0.589 -0.2148 0.215 0.169 -0.169 6+51.66 651.660 0.019 0.223 0.324 0.054 396.56 0.420 0.324 0.4200 0.420 0.054 0.054 6+74.26 674.260 0.012 0.142 0.283 0.082 396.55 -0.030 0.283 -0.0300 0.030 0.082 -0.082 6+92.76 692.760 0.010 0.119 0.231 0.023 396.52 -0.414 0.231 -0.4140 0.414 0.023 -0.023 7+12.74 712.740 0.012 0.139 0.250 0.020 396.56 0.521 0.250 0.5208 0.521 0.020 0.020 7+31.78 731.780 0.013 0.152 0.238 0.013 396.45 -1.366 0.238 -1.3656 1.366 0.013 0.013 7+59.71 759.710 0.015 0.176 0.349 0.024 396.52 0.871 0.349 0.8712 0.871 0.024 0.024 7+82.16 782.160 0.018 0.218 0.281 0.042 396.56 0.479 0.281 0.4788 0.479 0.042 0.042 7+98.76 798.760 0.011 0.136 0.208 0.083 396.58 0.205 0.208 0.2052 0.205 0.083 -0.083 8+26.73 826.730 0.025 0.304 0.025 0.168 396.52 -0.719 0.350 -0.7188 0.719 0.168 0.168 8+52.72 852.720 0.024 0.282 0.325 0.022 396.56 0.481 0.325 0.4812 0.481 0.022 -0.022 8+65.73 865.730 0.022 0.265 0.163 0.017 396.57 0.143 0.163 0.1428 0.143 0.017 -0.017 8+93.67 893.670 0.021 0.251 0.349 0.014 396.51 -0.694 0.349 -0.6936 0.694 0.014 -0.014 9+19.37 919.370 0.014 0.172 0.321 0.079 396.56 0.575 0.321 0.5748 0.575 0.079 -0.079

OFFSET WITHIN

STRAIGHTNESS

ABSOLUTE VALUE CHANGE IN RAIL

UPSTREAM RAIL (RAIL 2)

ELEVATION

STRAIGHTNESS

OF CHANGE

Offfset

STRAIGHTNESS ELEVATION

INTERVAL

RAIL RATE

FOR IN

FORMATIO

Azimuth = 253°10' 54"

0.250 IN. RAIL RATE NGVD 29 Elev.Diff. 0.250 IN. RAIL RATE

Station Distance PER 20 FT. OF CHANGE Elevation Pnt. To PNT. PER 20 FT. OF CHANGE feet inches inches inches feet inches inches inches

9+86.53 986.530 0.016 0.192 12.332 62.586 396.57 0.088 12.332 0.0876 0.088 62.586 0.020 9+99.61 999.610 0.006 0.073 0.164 0.119 396.60 0.383 0.164 0.3828 0.383 0.119 -0.119 10+27.64 1027.640 0.026 0.312 0.350 0.239 396.51 -1.084 0.350 -1.0836 1.084 0.239 0.239 10+53.50 1053.500 0.018 0.216 0.323 0.096 396.54 0.386 0.323 0.3864 0.386 0.096 -0.096 10+76.14 1076.140 0.018 0.217 0.283 0.001 396.55 0.059 0.283 0.0588 0.059 0.001 0.001 10+94.61 1094.610 0.022 0.262 0.231 0.044 396.51 -0.408 0.231 -0.4080 0.408 0.044 0.044 11+14.14 1114.140 0.007 0.086 0.244 0.175 396.54 0.359 0.244 0.3588 0.359 0.175 -0.175 11+31.52 1131.520 0.003 0.034 0.217 0.053 396.55 0.107 0.217 0.1068 0.107 0.053 -0.053 11+61.62 1161.620 0.010 0.118 0.376 0.084 396.51 -0.511 0.376 -0.5112 0.511 0.084 0.084 11+83.86 1183.860 0.011 0.132 0.278 0.014 396.55 0.524 0.278 0.5244 0.524 0.014 0.014 12+00.52 1200.520 -0.018 -0.214 0.208 0.346 396.61 0.685 0.208 0.6852 0.685 0.346 -0.346 12+28.54 1228.540 -0.002 -0.023 0.350 0.191 396.56 -0.601 0.350 -0.6012 0.601 0.191 0.191 12+34.45 1234.450 0.000 0.000 0.074 0.023 396.57 0.073 0.074 0.0732 0.073 0.023 0.023

0.16 383.54 383.57 383.51

NOTES:

1) 0.000 denotes a value above the CMAA Allowable.

2) Entire length of RAIL 2 is within CMAA Overall Straightness Tolerance of 0.375 inch.

3) Elevation range = 0.16 feet.

4) Elevation differences, point to point, are holding 0+00 end of rail.

5) Elevations are Trig. Elevations holding to Mon. SB-1 at 396.3189 NGVD 29.

6) Base Line is from Station 0+00 to 12+34.45 that has an Azimuth of 253°10 '54"

ELEVATION

STRAIGHTNESS

OF CHANGE

ELEVATION RANGE

ELEVATION AVERAGE

ALLOWABLE HIGH

ALLOWABLE LOW

UPSTREAM RAIL (RAIL 2)

STRAIGHTNESS ELEVATION

STRAIGHTNESS

ABSOLUTE VALUE CHANGE IN RAIL

Offfset RAIL RATE OFFSET WITHIN

INTERVAL

FOR IN

FORMATIO

VARIANCE CURRENT ALLOWABLE

Distance Distance FORM NORM RAIL RATE 0.250 IN.

feet feet inches feet feet inches feet inches inches OF CHANGE PER 20 FT.

0.940 -30.004 -360.048 0.000 0.000 0.000 30.004 360.048 0.048 inches inches

18.779 -30.004 -360.043 18.825 0.001 0.012 30.005 360.055 0.055 0.0004 0.3751

38.756 -30.012 -360.143 36.748 0.002 0.020 30.014 360.163 0.163 0.0060 0.3752

54.814 -30.009 -360.104 54.688 -0.002 -0.029 30.006 360.076 0.076 0.0049 0.3751

75.426 -30.010 -360.119 75.430 -0.027 -0.323 29.983 359.796 -0.204 0.0135 0.3748

83.492 -29.986 -359.830 83.490 -0.037 -0.442 29.949 359.388 -0.612 0.0506 0.3744

103.218 -30.011 -360.134 103.220 -0.060 -0.721 29.951 359.413 -0.587 0.0013 0.3744

114.650 -30.009 -360.119 114.650 -0.075 -0.900 29.935 359.219 -0.781 0.0170 0.3742

122.465 -30.006 -360.073 122.460 -0.070 -0.840 29.936 359.233 -0.767 0.0018 0.3742

133.500 -30.004 -359.830 133.497 -0.063 -0.756 29.923 359.074 -0.926 0.0145 0.3740

142.216 -30.001 -360.006 142.200 -0.066 -0.792 29.935 359.214 -0.786 0.0161 0.3742

153.750 -29.997 -360.134 153.747 -0.070 -0.840 29.941 359.294 -0.706 0.0070 0.3743

161.356 -29.995 -359.940 161.746 -0.058 -0.696 29.937 359.244 -0.756 0.0063 0.3742

169.688 -29.990 -359.885 169.690 -0.057 -0.686 29.933 359.198 -0.802 0.0057 0.3742

181.250 -29.986 -359.834 181.252 -0.056 -0.672 29.930 359.162 -0.838 0.0031 0.3741

190.924 -29.983 -359.801 190.920 -0.052 -0.624 29.931 359.177 -0.823 0.0015 0.3741

208.679 -29.980 -359.756 200.760 -0.048 -0.576 29.932 359.180 -0.820 0.0004 0.3741

228.177 -29.971 -359.656 221.246 -0.053 -0.632 29.919 359.023 -0.977 0.0077 0.3740

239.810 -29.981 -359.766 239.810 -0.043 -0.517 29.937 359.249 -0.751 0.0122 0.3742

247.687 -29.987 -359.844 247.833 -0.048 -0.575 29.939 359.269 -0.731 0.0025 0.3742

255.724 -29.970 -359.634 255.720 -0.048 -0.576 29.922 359.058 -0.942 0.0268 0.3740

266.930 -29.976 -359.712 266.928 -0.048 -0.576 29.928 359.136 -0.864 0.0070 0.3741

286.740 29.987 359.840 286.741 -0.034 -0.407 30.021 360.247 0.247 0.0561 0.3753

294.740 -29.991 -359.894 294.740 -0.040 -0.478 29.951 359.417 -0.583 0.1038 0.3744

306.100 -29.989 -359.866 306.099 -0.048 -0.577 29.941 359.288 -0.712 0.0113 0.3743

314.990 -29.987 -359.846 315.000 -0.039 -0.473 29.948 359.374 -0.626 0.0096 0.3743

325.780 -29.988 -359.856 325.777 -0.029 -0.348 29.959 359.508 -0.492 0.0125 0.3745

333.657 -29.989 -359.864 333.718 -0.009 -0.107 29.980 359.758 -0.242 0.0314 0.3747

341.589 -29.987 -359.842 341.590 -0.020 -0.236 29.967 359.605 -0.395 0.0194 0.3746

362.267 -29.997 -359.966 352.040 -0.034 -0.404 29.964 359.562 -0.438 0.0041 0.3745

382.494 -29.990 -359.875 372.413 -0.047 -0.560 29.943 359.315 -0.685 0.0121 0.3743

401.545 -29.985 -359.824 392.233 -0.036 -0.432 29.949 359.392 -0.608 0.0039 0.3744

411.690 -29.988 -359.854 411.687 -0.024 -0.282 29.964 359.572 -0.428 0.0093 0.3746

419.645 -29.990 -359.885 419.736 -0.020 -0.240 29.970 359.645 -0.355 0.0091 0.3746

439.405 -29.994 -359.923 438.633 -0.009 -0.102 29.985 359.821 -0.179 0.0093 0.3748

460.487 -29.991 -359.894 458.705 -0.031 -0.366 29.961 359.528 -0.472 0.0146 0.3745

475.759 -29.987 -359.849 475.371 -0.012 -0.149 29.975 359.700 -0.300 0.0103 0.3747

492.645 -29.984 -359.807 492.684 -0.005 -0.061 29.979 359.746 -0.254 0.0026 0.3747

511.337 -29.981 -359.777 510.469 0.002 0.024 29.983 359.801 -0.199 0.0031 0.3748

533.547 -29.983 -359.796 533.547 0.002 0.024 29.985 359.820 -0.180 0.0008 0.3748

559.668 -29.976 -359.707 559.642 0.002 0.020 29.977 359.728 -0.272 0.0035 0.3747

579.611 -29.980 -359.765 577.464 -0.010 -0.122 29.970 359.642 -0.358 0.0048 0.3746

598.690 -29.986 -359.833 598.693 -0.006 -0.068 29.980 359.765 -0.235 0.0058 0.3748

609.250 29.989 359.873 609.247 -0.003 -0.030 29.992 359.903 -0.097 0.0131 0.3749

626.719 -29.995 -359.940 626.657 0.005 0.058 30.000 359.998 -0.002 0.0054 0.3750

645.970 -29.992 -359.904 645.973 0.000 0.000 29.992 359.904 -0.096 0.0048 0.3749

TRUE SPAN

Offfset Offfset

RAIL SPAN

INTAKE DECK RAIL SPAN

RAIL 2 RAIL 1

HOLDING RAIL 1 BASE LINE HOLDING RAIL 1 BASE LINE

FOR IN

FORMATIO

VARIANCE CURRENT ALLOWABLE

Distance Distance FORM NORM RAIL RATE 0.250 IN.

feet feet inches feet feet inches feet inches inches OF CHANGE PER 20 FT.

652.601 -29.991 -359.888 652.600 -0.001 -0.008 29.990 359.880 -0.120 0.0036 0.3749

665.700 -29.995 -359.941 665.699 -0.002 -0.022 29.993 359.920 -0.080 0.0030 0.3749

675.199 -29.998 -359.972 677.773 -0.001 -0.016 29.996 359.957 -0.043 0.0031 0.3750

693.703 -30.000 -359.996 693.703 0.001 0.008 30.000 360.005 0.005 0.0030 0.3750

713.676 -29.998 -359.977 714.755 0.003 0.041 30.002 360.018 0.018 0.0006 0.3750

732.721 -29.997 -359.966 732.699 -0.009 -0.102 29.989 359.864 -0.136 0.0086 0.3749

743.720 -29.996 -359.954 743.725 -0.001 -0.014 29.995 359.940 -0.060 0.0069 0.3749

760.651 -29.995 -359.942 760.685 0.009 0.106 30.004 360.048 0.048 0.0064 0.3751

783.103 -29.992 -359.906 779.811 -0.002 -0.019 29.991 359.887 -0.113 0.0084 0.3749

799.701 -29.999 -359.989 799.702 0.001 0.014 30.000 360.004 0.004 0.0059 0.3750

827.668 -29.985 -359.825 827.594 0.001 0.013 29.987 359.838 -0.162 0.0059 0.3748

847.360 -29.986 -359.834 847.356 -0.002 -0.028 29.984 359.807 -0.193 0.0016 0.3748

853.663 -29.987 -359.848 853.660 -0.005 -0.059 29.982 359.789 -0.211 0.0029 0.3748

866.672 -29.990 -359.879 866.634 -0.011 -0.132 29.979 359.747 -0.253 0.0032 0.3747

879.810 -29.990 -359.880 879.806 0.000 0.005 29.990 359.885 -0.115 0.0105 0.3749

894.611 -29.990 -359.882 894.565 0.004 0.043 29.994 359.926 -0.074 0.0028 0.3749

920.308 -29.997 -359.965 914.614 0.001 0.010 29.998 359.975 -0.025 0.0025 0.3750

933.536 -29.998 -359.977 933.556 0.007 0.086 30.005 360.064 0.064 0.0047 0.3751

961.555 -29.997 -359.962 961.538 -0.001 -0.013 29.996 359.948 -0.052 0.0041 0.3749

987.471 -29.996 -359.948 987.470 -0.001 -0.012 29.995 359.936 -0.064 0.0005 0.3749

1000.549 -30.006 -360.072 1000.572 -0.001 -0.013 30.005 360.059 0.059 0.0093 0.3751

1011.940 -30.014 -360.169 1011.936 0.009 0.108 30.023 360.277 0.277 0.0192 0.3753

1028.576 -29.986 -359.834 1020.545 -0.003 -0.035 29.983 359.800 -0.200 0.0555 0.3748

1054.442 -29.994 -359.933 1048.670 0.000 -0.001 29.994 359.932 -0.068 0.0047 0.3749

1077.084 -29.995 -359.935 1067.555 -0.011 -0.134 29.983 359.801 -0.199 0.0069 0.3748

1095.548 -29.991 -359.892 1095.478 -0.006 -0.073 29.985 359.819 -0.181 0.0006 0.3748

1115.084 -30.006 -360.067 1116.479 -0.010 -0.122 29.995 359.945 -0.055 0.0060 0.3749

1132.465 -30.010 -360.124 1134.475 -0.017 -0.206 29.993 359.917 -0.083 0.0015 0.3749

1145.670 -30.007 -360.089 1145.673 -0.006 -0.068 30.002 360.020 0.020 0.0092 0.3750

1162.559 -30.004 -360.044 1162.508 -0.014 -0.167 29.990 359.878 -0.122 0.0085 0.3749

1184.802 -30.003 -360.030 1183.251 -0.025 -0.295 29.978 359.735 -0.265 0.0069 0.3747

1201.464 -30.031 -360.377 1201.512 -0.022 -0.266 30.009 360.110 0.110 0.0206 0.3751

1229.475 -30.016 -360.188 1229.480 -0.004 -0.047 30.012 360.142 0.142 0.0011 0.3751

1235.388 -30.014 -360.168 1235.441 0.000 0.000 30.014 360.168 0.168 0.0044 0.3752

NOTE:

1) Normal Span width is 30 feet (360 inches).

2) Negative Distance is landward of the end of Rail 1.

3) Negative Offset is Upstream or north of Rail 1 Base Line.

4) Positive Offset is Downstream or south of Rail 1 Base Line.

5) Maximum Span width is 30.0208 feet (360.250 inches).

6) Minamul Span width is 29.9792 feet (359.750 inches).

7) 0.000 denotes value above CMAA Max. Span Width Tolerances

8) 0.000 denotes value below CMAA Max. Span Width Tolerances.

HOLDING RAIL 1 BASE LINE HOLDING RAIL 1 BASE LINE

INTAKE DECK RAIL SPAN

RAIL 2 RAIL 1 TRUE SPAN

Offfset Offfset

FOR IN

FORMATIO

ALLOWABLE

RATE OF CHANGE CURRENT

ALLOWABLE 0.25"/ 20' RATE OF CHANHE

R-1 STA R-1 EL. R-2 O/S R-2 EL Feet inch DELTA EL in. 0.0125 in. PER ft. INCHES

0.00 396.60 30.004 396.59 0.010 0.12 0.19 0.000 0.000

18.82 396.60 30.005 396.58 0.020 0.24 0.19 0.235 0.120

36.75 396.60 30.014 396.57 0.030 0.36 0.19 0.224 0.120

54.69 396.59 30.006 396.57 0.020 0.24 0.19 0.224 -0.120

75.43 396.57 29.983 396.53 0.040 0.48 0.19 0.259 0.240

83.49 396.56 29.949 396.52 0.040 0.48 0.19 0.101 0.000

103.22 396.55 29.951 396.52 0.030 0.36 0.19 0.247 -0.120

114.65 396.55 29.935 396.53 0.024 0.29 0.19 0.143 -0.072

122.46 396.55 29.936 396.53 0.020 0.24 0.19 0.098 -0.048

133.50 396.55 29.923 396.53 0.025 0.30 0.19 0.138 0.060

142.20 396.55 29.935 396.52 0.030 0.36 0.19 0.109 0.060

153.75 396.55 29.941 396.52 0.030 0.36 0.19 0.144 0.000

161.75 396.54 29.937 396.52 0.020 0.24 0.19 0.100 -0.120

169.69 396.54 29.933 396.53 0.010 0.12 0.19 0.099 -0.120

181.25 396.55 29.930 396.53 0.020 0.24 0.19 0.145 0.120

190.92 396.55 29.931 396.53 0.020 0.24 0.19 0.121 0.000

200.76 396.55 29.932 396.54 0.010 0.12 0.19 0.123 -0.120

221.25 396.56 29.919 396.52 0.040 0.48 0.19 0.256 0.360

239.81 396.55 29.937 396.52 0.030 0.36 0.19 0.232 -0.120

247.83 396.55 29.939 396.52 0.030 0.36 0.19 0.100 0.000

255.72 396.56 29.922 396.52 0.035 0.42 0.19 0.099 0.060

266.93 396.56 29.928 396.53 0.030 0.36 0.19 0.140 -0.060

286.74 396.56 30.021 396.54 0.020 0.24 0.19 0.248 -0.120

294.74 396.56 29.951 396.55 0.010 0.12 0.19 0.100 -0.120

306.10 396.56 29.941 396.54 0.020 0.24 0.19 0.142 0.120

315.00 396.56 29.948 396.52 0.035 0.42 0.19 0.111 0.180

325.78 396.55 29.959 396.52 0.030 0.36 0.19 0.135 -0.060

333.72 396.57 29.980 396.52 0.050 0.60 0.19 0.099 0.240

341.59 396.56 29.967 396.54 0.020 0.24 0.19 0.098 -0.360

352.04 396.55 29.964 396.52 0.030 0.36 0.19 0.131 0.120

372.41 396.55 29.943 396.52 0.030 0.36 0.19 0.255 0.000

392.23 396.54 29.949 396.52 0.020 0.24 0.19 0.248 -0.120

411.69 396.55 29.964 396.52 0.035 0.42 0.19 0.243 0.180

419.74 396.53 29.970 396.51 0.020 0.24 0.19 0.101 -0.180

438.63 396.56 29.985 396.54 0.020 0.24 0.19 0.236 0.000

458.71 396.58 29.961 396.55 0.030 0.36 0.19 0.251 0.120

475.37 396.57 29.975 396.54 0.030 0.36 0.19 0.208 0.000

492.68 396.55 29.979 396.50 0.050 0.60 0.19 0.216 0.240

510.47 396.59 29.983 396.54 0.050 0.60 0.19 0.222 0.000

533.55 396.58 29.985 396.55 0.025 0.30 0.19 0.288 -0.300

559.64 396.56 29.977 396.51 0.050 0.60 0.19 0.326 0.300

577.46 396.59 29.970 396.54 0.050 0.60 0.19 0.223 0.000

598.69 396.60 29.980 396.53 0.070 0.84 0.19 0.265 0.240

609.25 396.59 29.992 396.53 0.065 0.78 0.19 0.132 -0.060

626.66 396.57 30.000 396.52 0.050 0.60 0.19 0.218 -0.180

645.97 396.59 29.992 396.55 0.040 0.48 0.19 0.241 -0.120

652.60 396.59 29.990 396.56 0.030 0.36 0.19 0.083 -0.120

665.70 396.59 29.993 396.55 0.040 0.48 0.19 0.164 0.120

DELTA ELEV.

INTAKE DECK RAIL TO RAIL ELEVATIONS

FOR IN

FORMATIO

ALLOWABLE

RATE OF CHANGE CURRENT

ALLOWABLE 0.25"/ 20' RATE OF CHANHE

R-1 STA R-1 EL. R-2 O/S R-2 EL Feet inch DELTA EL in. 0.0125 in. PER ft. INCHES

677.77 396.58 29.996 396.55 0.030 0.36 0.19 0.151 -0.120

693.70 396.58 30.000 396.52 0.060 0.72 0.19 0.199 0.360

714.76 396.59 30.002 396.56 0.030 0.36 0.19 0.263 -0.360

732.70 396.61 29.989 396.45 0.160 1.92 0.19 0.224 1.560

743.73 396.59 29.995 396.48 0.112 1.34 0.19 0.138 -0.576

760.69 396.56 30.004 396.52 0.040 0.48 0.19 0.212 -0.864

779.81 396.57 29.991 396.56 0.010 0.12 0.19 0.239 -0.360

799.70 396.60 30.000 396.58 0.020 0.24 0.19 0.249 0.120

827.59 396.55 29.987 396.52 0.030 0.36 0.19 0.349 0.120

847.36 396.59 29.984 396.55 0.040 0.48 0.19 0.247 0.120

853.66 396.61 29.982 396.56 0.050 0.60 0.19 0.079 0.120

866.63 396.62 29.978 396.57 0.050 0.60 0.19 0.162 0.000

879.81 396.58 29.990 396.54 0.040 0.48 0.19 0.165 -0.120

894.57 396.56 29.994 396.51 0.050 0.60 0.19 0.184 0.120

914.61 396.60 29.998 396.56 0.040 0.48 0.19 0.251 -0.120

933.56 396.61 30.005 396.56 0.050 0.60 0.19 0.237 0.120

961.54 396.57 29.996 396.52 0.050 0.60 0.19 0.350 0.000

987.47 396.59 29.995 396.57 0.020 0.24 0.19 0.324 -0.360

1000.57 396.62 30.005 396.60 0.020 0.24 0.19 0.164 0.000

1011.94 396.61 30.023 396.55 0.062 0.74 0.19 0.142 0.504

1020.55 396.55 29.983 396.51 0.040 0.48 0.19 0.108 -0.264

1048.67 396.59 29.994 396.54 0.050 0.60 0.19 0.352 0.120

1067.56 396.60 29.983 396.55 0.050 0.60 0.19 0.236 0.000

1095.48 396.57 29.985 396.51 0.060 0.72 0.19 0.349 0.120

1116.48 396.60 29.995 396.54 0.060 0.72 0.19 0.263 0.000

1134.48 396.60 29.993 396.55 0.050 0.60 0.19 0.225 -0.120

1145.67 396.59 30.002 396.53 0.060 0.72 0.19 0.140 0.120

1162.51 396.56 29.990 396.51 0.050 0.60 0.19 0.210 -0.120

1183.25 396.60 29.978 396.55 0.050 0.60 0.19 0.259 0.000

1201.51 396.60 30.009 396.61 -0.010 -0.12 0.19 0.228 -0.720

1229.48 396.55 30.012 396.56 -0.010 -0.12 0.19 0.350 0.000

1235.44 396.54 30.014 396.57 -0.030 -0.36 0.19 0.075 -0.240

INTAKE DECK RAIL TO RAIL ELEVATIONS

DELTA ELEV.

FOR IN

FORMATIO

Crane Rail Repair Procedure