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HomeMy WebLinkAbout3286; PALOMAR AIRPORT ROAD WIDENING; EARTHWORK VOLUMES; 1999-05-10-+ EARTHWORK VOLUMES ANALYSIS Job Id: 9019-1 05/10/99 Design Ground 1 Proceeedby: m.e 09:59 A.M. PALOMAR AIRPORT RD ----------------------------------------------------------------------+ CUT 127465.4 SqFt FILL 123366.1 SqFt TOTAL 250873.2 SqFt AREA 2.9262 Acre AREA 2.8321 Acre AREA 5.7593 Acre RAW CUT: 6929.95 CuYd RAW FILL: 14187.78 CuYd -----------------------------------------------------------------------4 SHRINtAGE .0 Percent SURFACE LOSS: .00 Pt .00 CuYd CUT SUBSIDENCE: .00 Ft .00 CuYd FILL SUBSIDENCE: .00 Ft • .00 CuYd CUT RECOMPACTION: .00 CuYd RAW .00 CuYd COMPACTED FILL RECOMPACTION: .00 CuYd RAW .00 CuYd COMPACTED ----------------------------------------------------- - - - - - - - - - - - - - - - + NET CUT: 6929.95 CuYd NET PILL: 14187.78 CuYd IMPORT: 7257.83 CuYd APPROXIMATE ADJUSTMENT TO BALANCE SITE: LOWER SITE .78 Ft --------------------------------------------------------------------+ RECEIVED MAY 14 1999 ENGINEERING DEPARTMENT THE DATA AND IWFORMA11ON PRESENTED HEWN HAVE DEEM PRODUCED CONSISTENT Wfl4 INDUSTRY STAN)S, BY OPERATORS EXERUSING CARE THIS DATAANDWORMATION 15 PROVIOW FORINFORMATIOXALKWO56 ONLY, NO GUARARTEEOR WARRANTY EXPRESSED OR IPPUED IS MADE WITH RESPECT To THE ACCURACY OF THIS DATA OR Ilj4M1ON, IN NO EVENT Will EARThWORK CALQJLATION SERVICES BE LIABLE FOR ANY LOSS OF PROPIY OR ANY OTheR COMMERCIAL DM4AE RC=Ra OUT NOT LIMITED TO SPECIAL INCIDENTAL, CONSEQUENTIAL OR OTHER DAMAGES RESULTING PROi'i THE USE OF THIS INFORMATION OR DATA. EARTHWORK CALCULATION SERVICES 05/10/99 09:58 A .M. EARTHWORK CALCULATIONS Page 1 Job Id: 9019-1 0 Design Ground: 1 Processed by; m.s PP1LOMAR AIRPORT RD ------------------------------------------------------------------- CUT Cumulative FILL Cumulative Station CuYd CUT Cud FILL 62+80.00 - ---------------------------------------------------------------------- - - - - 62+90.00 44.55 44.55 .00 .00 63+00.00 46,03 90.58 .60 .60 63+10.00 45.12 135.69 1.25 1.87 63+20.00 44.14 179.83 .40 2.26 63+30.00 44.81 224.64 .00 2.26 63+40.00 44.78 269.42 .00 2.26 63+50.00 45.88 315.29 .00 2.26 63+60.00 47.24 362.53 .00 2.27 63+63.92 18.61 381.14 .02 2.29 63+70.00 29.47 410.61 .01 2.30 63+80.00 49.35 459.96 .00 2.30 63+90.00 490•49 509,45 .00 2.30 64+00.00 48.62 558.07 .00 2.30 64+10.00 48.59 606.66 .00 2.30 64+20.00 48.18 654.84 .00 2.30 64+30.00 48.77 703.61 .00 2.30 64+40.00 51.88 755.49 .00 2.30 64+50.00 54.04 809.53 .00 2.30 64+60.00 54.05 863.59 .00 2.30 64+70.00 53.35 916.94 .00 2.30 64+80.00 52.82 969.76 .00 2.30 64+90.00 52.73 1022.49 .00 2.30 65+00.00 51.95 1074.44 .00 2.30 65+3.0.00 50.21 1124.66 .00 2.30 65+20.00 50.70 1175.36 .00 2.30 65+30.00 52.25 1227.61 .00 2.30 65+40.00 51.33 1278.93 .00 2.30 65+50.00 49.78 1328.72 .00 . 2.30 65+60.00 49,29 1378.01 .00 2.30 65+70.00 49.05 1427.06 .00 2,30 65+80.00 49.45 1476.52 .00 2.30 65+90.00 49.80 1526.31 .00 2.30 66+00.00 49.51 1575.82 00 2.30 66+10.00 49.35 1625.18 .00 2.30 66+20.00 48.97 1674.15 .00 2.30 66+30.00 49.23 1723.38 .00 2.30 66+40.00 50.00 . 1773.38 .00 2.30 66+50.00 50.00 1823.37 .00 2.30 66+50.00 49.65 1873.03 .00 2.30 66+70.00 50.64 1923.67 .00 2.30 66+80.00 50.89 1974.56 .00 2.30 66+90.00 50.16 2024.72 .00 2.30 66+99.28 46.23 2070.95 .00 2.30 67+00.00 9.85 2080.80 .00 2.30 67+10.00 47.85 2128.64 .00 2.30 67+20.00 47.73 2176.38 .00 2.30 67+30.00 48.46 2224.84 .00 2.30 67+40.00 49.25 2274.09 .00 2.30 EARTHWORK CALCULATION SERVICES 05/10/99 09:58 A.M. 'EARTHWORK CALCULATIONS ?age 2 Job Id-, 9019-1 Design Ground: 1 Processed by: rn.c PALOMAR AIRPORT RD ---------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - CUT cumulative FILL Cumulative Station CuYd CUT CuYd FILL, 67+50.00 49.43 ------------------------------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - 2323.52 .00 2.30 67+60.00 50.17 2373.69 .07 2.37 67+70.00 50.55 2424.23 .04 2.41 67+80.00 48.86 2473.09 .00 2.41 67+90.00 40.30 2513.39 .00 2.41 68+00.00 28.55 2541.94 ' .00 2.41 68+70.00 68+80.00 26.05 2567.99 .00 2.41 68+90.00 27.73 2595.72 .00 2.41 69+00.00 31.20 2626.91 .00 2.41 69+10.00 33.42 2660.33 .00 2.41 69+20.00 33.45 2693.78 .00 , 2.41 69+30.00 34.09 2727.88 .00 ' 2.41 69+40.00 ' 32.77 2760.64 .00 2.41 69+50.00 30.75 2791.39 .00 2.41 69+60.00 31.09 282.48 .00 2.41 69+70.00 32.33 2854.81 .00 2,41 69+80.00 32.48 ' 2887.29 .00 2.41 69+90.00 32.00 , 2919.29 .00 2.41 70+00.00 31.83 2951.12 00 2.41 70+10.00 31.83 2982.95 .00 2.41 70+20.00 ' 32.03 3014.98 .00 ' 2.41 70+30.00 31.96 3046.94 .00 2.41 70+40.00 31.46 3078.40 .00 2.41 70+50.00 31.09 3109.49 .00 2.41 70+60.00 30.98 3140.47 .00 2.41 70*70.00 30.77 3171.24 .00 2.41 70+60.00 30.15 3201.39 .00 2.41 70+90.00 29.48 3230.87 .00 2.41 71+0000 28.53 3259.40 .00 2.41 71+10.00 27.15 3286.55 .00 2.41 71+20,00 26.06 3312.62 .00 2.41 71+30.00 26.50 3339.11 .00 2.41 71+40.00 26.73 ' 336585 .00 2.41 71+50.00 25.71 , 3391.55 .00 2.41 71+60.00 24.62 3416.18 .00 2.41 71+70.00 23.65 3439.63 .00 2.41 71+80.00 22.74 3462.57 .00 2.41 71+90,00 21.91 3484.48 .00 2.41 72+00.00 21.01 3505.48 .00 2.41 72+10.00 19.62 3525.10 .00 2.41 72+20.00 18.40 3543.50 .00 2.41 72+30.00 16.06 3559.57 .22 2.63 72+40.00 13.62 3573.19 1.07 3.70 72+50.00 12.95 3586.13 1,85 5.55 72+60.00 12.71 3598.84 1.99 7.54 72+70.00 12.42 3611.27 1.76 9.30 72+80.00 12.65 , 3623.92 1.83 11.13 72+90.00 13,36 3637.27 2.20 13.33 EARTHWORK CALCULATION SERVICES 05/10/99 09:58 A.M. tARTHWORK CALCULATIONS Page 3 Job Id: 90191 Design cround: I Processed by m.s PALOMAR AIRPORT RD CUT Cumulative FILL Cumulative Station CuYd CUT CuYd FILL 73+00.00 12.96 -------------------------------------------------------------------------- 3650.24 2.02 15.35 73+10.00 12.52 3662.75 1.23 16.58 73+20.00 13.20 3675.96 .33 16.91 73+30.00 1L40 3689.36 .08 16.99 73+40.00 13.33 3702.69 .37 17.36 73+5000 12.86 3715.55 .69 18.05 73+60.00 12.12 3727.66 .77 18,82 73+70.00 1222 3739.88 .68 19.51. 73+80.00 13.06 3752.94 .80 20.31. 73+90.00 13.36 3766.30 .60 20.91 74+00.00 13.30 3779.61 .12 21.33 74+10.00 14,07 3793.68 .01 21.04 74+20.00 1.4.47 3808.15 .00 21.05 74+30.00 14.44 3822.59 .04 21.09 74+40.00 13.70 3836.29 .26 21.35 74+50,00 12.80 3849.10 .80 22.15 74+60.00 1.2.72 3861.82 1.21 23.35 74+70.00 12.81 3874.63 .96 24.31 74+80.00 12.27 3886.90 1.34 25.66 74+90.00 11.89 3098.79 2.40 28.06 75+00,00 11.84 3910,63 2.87 30.94 75+10.00 12.34 3922.97 6.14 37.08 '75+20.00 12.16 3935.13 14.34 51.42 75+30,00 11.93 3947.06 27.88 79.30 75+40.00 12:06 3959.12 42.70 122.00 75+50.00 11.90 3971.02 61.29 183.29 75+60.00 11.35 3982.37 67.85. 251.14 75+70.00 12.13 3994.50 56.69 307.83 75+80.00 14.00 4008.50 53.86 361.69 75+90,00 14.42 4022.92 54.89 41.6.58 76+00.00 14.07 4036.99 56.53 473.11 76+10.00 13.09 4050.08 64.68 537,79 76+20.00 12.27 4062.35 79.69 617.48 76+30.00 11.46 4073.81 94.29 711.77 76+40.00 10.87 4084.68 106.83 818.60 76+50.00 10.37 4095.05 118.38 936.98 76+60.00 10.46 4105.51 129.22 1066.20 76+70.00 10.69 4116.20 138.90 1205.10 76+80.00 10.86 4127.06 149.43 1354.54 76+90.00 11.13 4238.18 157.76 1512,30 77+00.00 11.21 4149.39 168.54 1680.84 77+10.00 11.54 4160.93 174.77 1855.61 77+20.00 12.47 4173.40 170.94 2026.55 77+30.00 13.89 4187.29 169.60 2196.15 77+40.00 15.08 4202.37 169.60 2365.76 77+50.00 15.82 4218.19 168.98 2534.74 77+60.00 15.96 4234.1.5 178.06 2712.80 77+70.00 16.38 4250.53 188.18 2900.98 77+80.00 16.78 4267.31 183.14 3084.12 EARTHWORK CALCULATION SERVICES 05/10/99 09:58 A.M. RPRTMWORK CALCULATIONS Page 4 Job Id: 9019-1 Design Ground: 1 Processed by: ms PALOMAR AIRPORT 1D CUT ---------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - Cumulative FILL Cumulative Station CuYd I CUT CuYd FILL 77+90.00 16.8'3 ----------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - 4284.14 178.03 3262.15 78+00.00 16.77 4300.90 176.68 3439.03 78+10.00 17.04 4317.94 172.01 3611.04 78+20.00 17.27 4335.21 169.61 3780.65 78+30,00 17.55 4352.76 173.93 3954.57 78+40.00 18.21 4370.97 176.83 4131.41 78+50.00 19.28 4390.25 181.59 4313.00 78+60.00 20.32 4410.58 190.03 4503.03 78+70.00 19.84 4430.42 199.56 4702.59 78+80.00 18.89 4449.31 208.23 4910.82 78+90.00 19.30 4468.61 211.47 5122.29 79+00.00 19.96 4488.57 207.43 $329,72 79+10.00 19.89 4508.46 201.83 5531.55 79+20.00 18.16 4526,62 198.80 5730.35 79±30.00 15.97 4542.59 196.01 5926.36 7.,.40.00 15.31 4557.91 190.23 6116.60 79+50.00 14.61 4572.52 183.39 6299.99 79+60.00 14.31 4586.82 178.74 6478.73 79+70.00 14.68 4601.50 175.22 6653,95 79+80.00 15.16 4616.66 170.92 6824.77 79+90.00 16.06 4632.72 167.28 6992.05 79+96.00 8,53 4641.25 119.87 7111.92 80+00.00 5.29 4646.53 85,10 7197.02 80+10.00 16,91 4663.45 149.21 7346.23 80+20.00 15.76 4679.21 137,21 7483,44 80+30.00 14.96 4694.17 134.53 7617.97 80+40.00 15.38 4709.54 136.19 7754.16 60+50.00 16.55 4726.09 135.27 7889.43 80+60.00 18.00 4744.10 134.09 8023.51 80+70.00 17.70 4761.80 132.34 8155.85 80+80.00 17.98 4779.78 129.62 8285.47 80+90.00 18,48 4798.26 124.75 8410.22 81+00.00 17.56 4815.82 115.82 8526.04 81+10.00 15.27 4831.09 102.49 8628.53 81+20.00 15.85 4846.94 87.49 8716.02 81+30.00 19.02 4865.96 74.03 8790.04 81+40.00 19.29 4885.25 61.35 8851.39 81+50.00 18.50 4903.75 51.49 8902.88 81+60.00 18.89 4922.64 47,11 8949.99 81+70.00 21.39 4944.03 41.90 8991.89 81+73.92 8.76 4952.79 14.09 9005.90 81+80.00 13.21 4966.00 18.58 9024.56 81+90.00 21.72 4987.72 23.81 9048.36 82+00.00 22.60 5010.32 20.69 9069.06 82+10.00 22.81 5033.13 28.11 9097.17 82+20.00 23.17 5056.31 37,01 9134,17 82+30.00 23.78 5080,08 35.84 9170.02 82+40.00 22.67 5102.76 30.72 9200.74 82+50.00 20.78 5123.54 25.47 9226.23. EARTHWORK CALCULATION SERVICES 05/10/99 0958 A.M. EARTHWORK CALCULATIONS Page 5 Job Id: 9019-1 Design Ground; 1 Processed by: m.s PALOMAR AIRPORT RD CUT -------------------------------------------------------------------------- Cumulative FILL Cumulative Station CuYd CUT CuYd. FILL 82+60.00 26.5 -------------------------------------------------------------------------- 5143,88 21.80 9248.01 82+70.00 19.69 5163.57 21.60 9269.61 82+80.00 19.43 5183.00 19.52 9289.12 82+90.00 20.10 5203.10 18.56 9307.69 63+00.00 18.55 5221.65 16.25 9323.93 83+10.00 17.80 5239.45 14.97 9338.90 83+20.00 21.94 5261.39 17.40 9356.31 83+30.00 27.70 5289.09 16.29 9372.60 83+40,00 28.27 5317.35 17.67 9390.27 83+50.00 27.40 5344.76 19.69 9409.96 83+60.00 25.75 5370.51 19.06 9429.02 83+70.00 21.48 5391.99 19.05 9448.07 83+80.00 18.69 5410.68 19.74 9467.83. 83-f90.00 18.13 5428.80 21.23 9489.05 84+00.00 13.91 5442.72 25.81 9514.86 84+10.00 8.82 5451.54 33.18 9548.04 84+20.00 7.66 5459.20 39,54 9587.58 84+30.00 7.84 5461.03 44,79 9632.36 84+40.00 7.62 5474.65 46.78 9679.14 84+50.00 7.61 5482.27 48.28 9727.42 84+60.00 1.59 5489.85 48.91 9776.33 84+70.00 6.65 5496.50 50.74 9827.08 84+80.00 6.11 5502.63. 54.06 9881.13 84+90.00 7.15 5509.76 57.94 9939.08 85+00.00 8.27 5518.02 61.23 10000.31 85+10.00 8.75 $526,77 61.73 10062.04 85+20.00 9.03 5535.80 62.07 10124.12 85+30.00 9.09 5544.90 62.94 10187.05 85+40.00 9.29 5554.19 65.55 10252.61 85+50.00 9.83 5564,02 13.75 10326.35 85+60.00 10.52 5574.53 81.80 10408.15 85+60.54 .60 5575.13 4.52 10412.67 85+70.00 10.59 5585.72 80.08 10492.76 85+80.00 11.47 5597.20 85.96 10578.72 85+90.00 11.31 5608.51 87.10 10665.82 86+00.00 9.40 5617.91 89.41 10755.23 86+10.00 7.59 5625.50 91.97 10847.20 86+20.00 7.60 5633.09 94.16 10941.36 86+30.00 7.58 5640.68 95.11 11036.47 86+40,00 6.92 5647.60 95.30 1111.77 86+50.00 7.16 5654.75 96.33 11228.09 86+60.00 7.87 5662.62 98.69 11326.78 86+70.00 7.63 5670.25 101.75 11428.53 86+80.00 7.19 5677.44 103.91 11532.44 86+90.00 6.42 5683.86 108.70 11641.14 97+00.00 5.28 5689.15 114.33 11755.47 87+06.64 3.14 5692.29 77.11 11832.58 87+1000 1.66 5693.95 39.16 11871.74 87+20.00 5.27 5699.22 119.51 11991.24 EARTHWORK CALCULATION SERVICES 05/10/99 09:58 A.M. EARTHWORK CALCULATIONS Page 6 Job Id: 9019-1 Design Ground: 1 Processed by: m.s PALOMAR AIRPORT RI) CUT ----------------------------------------------------------- - - - - - - - - - - - - - - - Cumulative FILL Cumulative Station CuYd CUT CuYd FILL 87+30.00 5.10 ----------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5704.92 123.16 12114.41 87+40.00 5.93 5710.85 124.77 12239.18 87+50.00 5.2'! 5716.12 125.49 12364.67 87+60.00 4,55 5720.67 131.11 12495.78 87+70.00 4.13 5724.80 128.29 12624.06 87+80.00 4.28 5729.08 115.64 12739.70 87+90.00 5.47 5734.55 105.66 12845.36 88+00.00 7.01 5741.56 95.60 12940.95 88+10.00 8.01. 5749.57 89.46 13030.42 88+20.00 7.94 5757.51 93,23 13123.65 88+30.00 6.71 5764,22 99.33 13222.98 88+40.00 6.69 5771.11 95.65 13318.63 88+50.00 6.77 5777.88 85.08 13403.71 88+60.00 9.52 5787.40 67.47 13471,17 88+70.00 21.41 5808.82 53.33 13524.51 88+80.00 35.51 5844.33 47.18 13571.69 88+90.00 44.55 5888.88 41.72 13613.41. 89+00.00 47.94 5936,82 37.23 13650.64 89+10.00 45.93 5982.74 32;66 13683.30 89+20.00 39.86 6022.60 28.65 13711.95 89+30.00 35.45 6058.05 24.87 13736.82 89+40.00 34.00 6092.05 21.00 13757.82 89+50.00 33.61 6125.66 16,59 13774.41 89+60.00 32.67 6158.33 14.06 13788.47 89+70.00 31.36 6189.70 13.64 13802.11 89+80.00 29.53 6219.23 12.97 13815.08 89+90.00 27.05 6246.28 13.08 13828.16 90+00.00 27.23 6273.51 14.43 13842.59 90+10.00 29.99 .6303.50 14.23 13856.81 90+20.00 31.57 6335.07 14.21 13871.02 90+30.00 30.81 6365.88 13.90 13884.93 90+40.00 29.44 6395.32 13.51 13898.44 90+50.00 27.83 6423.15 11.73 13910.11 90+60.00 27.18 6450.32 8.66 13918.83 90+70.00 31.01 6481.33 6.73 13925.56 90+80.00 33.91 6515.24 6.71 13932.26 90+90.00 32.16 6548.00 6.47 - 13938.73 9100.00 31.77 6579.78 6.05 13944.78 91+10.00 31.05 6610.83 6.54 13951.32 91+20.00 29.93 6640.76 7.38 1.3958.69 91+30.00 29.32 6670.08 8.12 13966.81 91+40.00 29.1.2 6699.20 8.81 13975.62 91+50.00 27.62 6726.82 8.41 13984.04 91+60.00 24.73 6751.55 8.45 . 13992.49 91+70.00 22.94 6774.49 . 9.67 14002.16 91+80.00 25.18 6799.67 10.26 14012.42 91+90.00 26.13 6825.80 10.99 14023.41 92+00.00 23.51 6849.30 12.19 14035.61 92+1,0.00 20.81 6870.11 12.59 14048.20 EARTHWORK CALCULATION SERVICES 05/10/99 09:50 A.M. EARTHWORK CALCULATIONS Page 7 Job Id: 9019-1 Design Ground: 1 Processed by: m.s PALOMAR AIRPORT RD CUT -------------------------------------------------------------------------- Cumulative PILL Cumulative Station CuYd CUT CuYd FILL 92+20.00 18.35 ------------------------------------------------------------------------- 6888.46 12.96 14061.15 92+30.00 14.95 6903.41 14.16 14075.31 92+40.00 11.01 6914.43 15.50 14090.81 92+50.00 7.03 6921.45 16.02 14106,83 92+60.00 4.43 6925.88 16.97 14123.81 92+70.00 2.86 6928.75 18.76 14142.56 92+80.00 .94 6929.69 21.70 14164.27 92+90.00 .26 6929.95 23.51 14187.78 FILL VOLUMES GREATER THAN 69. CuYd **********k****+**** FILL - 11477. CuYd FILL AREA 1.73 Acre AVG. PILL = 4.2. Pt MIN STA = 75+00.00 MAX SPA 92+90.00 MIN OUT = 28. MAX OUT 133. FILL = 2706. CuYd FILL AREA - 1.09 Acre AVG. FILL - 1.5 Ft MIN STA = 72+20.00 MAX SPA 92+90.00 MIN OUT = -11.9. MAX OUT -37. ************ CUT VOLUMES GREATER THAN 69. CuYd *******&**&** CUT = 3088. CuYd CUT AREA 1.19 Acre AVG. CUT = 1.6 Ft MIN SPA 68+70.00 MAX STA = 92+80,00 MIN OUT = -98. MAX OUT - -26. CUT = 2541. CuYd CUT AREA .89 Acre AVG. CUT = 1.8 Ft MIN STA 62+80.00 MAX STA = 68+00.00 MIN OUT = -95. MAX OUT = S. CUT = 390. CuYd CUT AREA = .29 Acre AVG. CUT .8 Ft MIN STA 88+50.00 MAX STA = 92+90.00 MIN OUT = -115. MAX OUT -66. CUT 381. CuYd CUT AREA = .14 Acre AVG. CUT = 1.7 Ft MIN SPA 88+50.00 MAX STA = 92+50.00 MIN OUT - 31. MAX OUT = 52. CUT 258. CuYd CUT AREA .2.6 Acre AVG. CUT 1,0 Ft MIN STA 81+10.00 MAX STA .. 86i40.00MIN OUT = 29.MAX OUT = 57, CUT 2.01. CuYd CUT AREA = .06 ACre AVG. CUT = 1.1 Pt MIN STA - 82+90.00 MAX STA = 84+20.00 MIN OUT = -85. MAX OUT = -56. EARTHWORK CALCULATION SERVICES 05/10/99 09:58 A.M. EARTHWORK CALCULATIONS Page 8 Job Id: 901.9-1 Design Ground: 1 Processed by: m. PALOMAR AIRPORT RD -------------------------------------------------------------------------- TOTAL CUT 6929.95 CuYd 2.9262 Acre 1.47 Ft Avg 4.33. Ft Max TOTAL FILL: 14187.78 CuYd 2.8321 Acre 3.11 Ft Avg 16.15 Ft Max TOTAL NOWORK: .0010 Acre TOTAL AREA: 5.7593 Acre