SegAC_WFL_earthwork.xls

XLS spreadsheet 995 KB Posted

Attached to
OR DOT CRGNSA 100(1) Historic Columbia River Highway State Trail, OR DOT CRGNSA 100(3), Historic Columbia River Highway Summit Creek Viaduct, & OR HOODRIVER 18(1), Wyeth Trailhead
Solicitation number
DTFH70-16-B-00019
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SegAC_WFL_earthwork

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Instructions

EARTHWORK CONVERTER INSTRUCTIONS
Link to complete instructions including images:
http://www.wfl.fhwa.dot.gov/design/cadd/idiot2004/ewconverter.htm
Syntax at the bottom of the seed earthwork input file (V8_EARTHWORK.inp) and seed earthwork run (available using Geopak Project Manager) creates a “column based ASCII file” that can be imported into Excel and manipulated for providing adjusted earthwork volumes and creating sub-totals of various earthwork volumes for placement at the bottom of Plan/Profile sheets.
NOTE:
Your MSExcel security may be set too HIGH to run macros. Before attempting to run this spreadsheet, select Tools > Macro > Security and set the security to Medium.
The “Instructions” worksheet provides instructions for using the Workbook.
The “From Geopak” worksheet is used only for inserting and updating the text file created when your earthwork input file (or earthwork run) is processed. Totals for the various volumes are provided at the top of this worksheet for a quick check against your earthwork “.log” file. Follow these steps:
1. In the From Geopak worksheet press the CLEAR Contents button. This cleans all data out of the worksheet and turns off the cell protections.
2. Import the text file that was created when you ran your earthwork from Geopak. This file should be in your working directory and should be named earthwork.txt unless you have changed the name in the earthwork input file (or run).
To import the file, make sure your cursor is positioned on cell A7, use the Excel pulldowns, Data > Import External Data > Import Data.
3. Browse to the location of your column based ASCII file, earthwork.txt. Highlight the file and click on Open.
4. Adjust the Original data type to Delimited and set the Start import at row: to row number 3. Click Next >.
5. The dialog below will appear. This dialog allows the delimiters to be adjusted. Assure that Space and Treat consecutive delimiters as one are checked and click Finish.
6. The Import Data dialog will appear as shown below. Assure that the toggle Existing worksheet: is selected and that the cell selected is A7. Click OK .
7. The data will import into the worksheet From Geopak, however not all the data will be visible. Press the FIT Contents button to resize the columns and set the protections.
This completes the process of importing the earthwork input file into the From Geopak worksheet. The column totals shown in Row 4 may be checked against your Geopak earthwork log file.
To refresh the data in the worksheet, press the button, REFRESH Data. The macro will ask what file should be imported. By default the existing file will be chosen. Either select this file or find a different earthwork input file to import.
The “Adjustments” worksheet is used for entering shrink/swell factors, inserting (or deleting) rows for Added Quantities, and creating Sub-totals for Plan/Profile sheets. A fragment of the results (from the "Adjustment" worksheet tab) are shown below:
All data from the From Geopak worksheet is copied over to the Adjustments worksheet. Additional columns are also set up for manipulating the earthwork volume data. The additional columns include:
SUBTOTALS for UNADJUSTED Roadway Excavation volumes.
SUBTOTALS for Embankment volumes.
SUBTOTALS for Subexcavation volumes.
SUBTOTALS for Topsoil Excavation volumes.
Shrink/Swell factors.
Using Subtotals:
Subtotals are typically required for defining areas of excavation/embankment and subsequent placement at the bottom of the Plan/Profile sheets. For example, if a subtotal is desired for Unadjusted Roadway Excavation from 50+000 to 50+300, then:
Highlight the range of cells to be subtotalled.
Click on the Σ button and the subtotal will appear in the column adjacent to the last cell selected.
Using Shrink/Swell factors:
Normally, various soil types are encountered when constructing projects potentially resulting in varying shrink or sell factors. The Geotechnical report usually defines where these areas are located. Sandy material will shrink and rocky material will swell.
A generic shrink/swell factor may be entered on the spreadsheet (see cell D2) that relates to UNADJUSTED Roadway Excavation. Once this value is changed the entire D column inherits this value. It is possible to change this shrink/swell value as necessary in isolated cell ranges within column D to reflect other soil types. The results automatically appear in column E (ADJUSTED Roadway Excavation) and the Column E total is recalculated.
For example, note that Station 50+140 through 50+260 uses a factor of 1.0 to calculate the Adjusted Rdwy Ex. The values in B14:B20 equals E14:E20.
Using the INSERT and DELETE row buttons:
Many projects require that “Added Quantities” from additional areas be added to the station ranges when placing the quantities on the Plan/Profile sheets. Since this workbook and its worksheets are protected (by default), it is not possible to simply insert or delete a row for additional volumes. The following buttons allow rows to be added or deleted:
The 'INSERT a row for Added Quantities' button
The macro unprotects the worksheet.
Adds a row where the cursor is positioned.
Makes some security adjustments.
Copies the shrink/swell factor for the volume just above it, rather than use the generic value.
Runs a formula where the manually entered value in row B is multiplied by the shrink/swell factor in row D and puts this calculated value in row E, (Adjusted Rdwy Excavation).
Changes the color of the cell in row A to white in order to easily distinguish where the rows were added.
Protects the worksheet.
The 'DELETE Added Quantities row' button
The macro unprotects the worksheet.
Deletes the entire row.
Protects the worksheet.

http://www.wfl.fhwa.dot.gov/design/cadd/idiot2004/ewconverter.htm

From Geopak

Earthwork from Geopak
552
TOTALS6,620.9024,510.850.000.000.00
STATIONUNADJUST. RDWY. EX.EMBANKMENTSUBEXCAVATIONSUBEX. BACKFILLTOPSOIL EX.
500+00.00/100
500+25.00/17.0811.44
500+50.00/111.710.23
500+75.00/16.810.23
501+00.00/12.871.39
501+25.00/19.41.44
501+50.00/115.460.93
501+75.00/134.490.74
502+00.00/135.930.09
502+25.00/18.431.85
503+50.00/132.188.8
503+75.00/113.240.88
504+00.00/116.850.88
504+25.00/114.950
504+50.00/179.540
504+75.00/1123.930
505+00.00/1113.470
505+25.00/199.440
505+50.00/160.60
505+75.00/150.090
506+00.00/144.350
506+25.00/128.150
506+50.00/112.690
506+75.00/14.261.57
507+00.00/10.654.17
507+25.00/12.082.82
507+50.00/15.090.23
507+75.00/111.110
508+00.00/126.160
508+25.00/130.090.23
508+50.00/115.233.89
508+75.00/15.694.68
509+00.00/13.834.95
509+25.00/11.5766.67
509+50.00/1085.46
509+75.00/10122.31
510+00.00/10138.52
510+25.00/10105.37
510+50.00/1058.66
510+75.00/1039.72
511+00.00/1026.48
511+25.00/12.419.07
511+50.00/15.970.14
511+75.00/119.770.05
512+00.00/139.030
512+25.00/156.060
512+50.00/164.210
512+75.00/160.790
513+00.00/143.610.09
513+25.00/129.41.11
513+50.00/135.511.02
513+75.00/141.530
514+00.00/143.520
514+25.00/149.070
514+50.00/146.710
514+75.00/144.860
515+00.00/162.690
515+25.00/172.310
515+50.00/145.830.28
515+75.00/112.648.56
516+00.00/11.7619.17
516+25.00/11.5316.85
516+50.00/18.19.81
516+75.00/116.116.39
517+00.00/111.767.96
517+25.00/16.345.46
517+50.00/112.451.06
517+75.00/120.791.67
518+00.00/127.820.65
518+25.00/142.080
518+50.00/150.230
518+75.00/139.950
519+00.00/130.652.04
519+25.00/123.612.08
519+50.00/19.911.48
519+75.00/117.181.48
520+00.00/142.50.05
520+25.00/144.770
520+50.00/153.10
520+75.00/196.990
521+00.00/1144.170
521+25.00/1166.20
521+50.00/1165.560
521+75.00/1148.840
522+00.00/1113.840
522+25.00/188.560
522+50.00/199.310
522+75.00/1140.650
523+00.00/1118.80
523+25.00/181.810
523+50.00/179.120
523+75.00/155.650
524+00.00/145.320
524+25.00/151.060
524+50.00/133.980
524+75.00/15.790.42
525+00.00/11.39.81
525+25.00/1016.53
525+50.00/1016.02
525+75.00/1031.34
526+00.00/1077.22
526+25.00/1096.62
526+50.00/1077.59
526+75.00/1067.36
527+00.00/1055.97
527+25.00/1052.41
527+50.00/1093.61
527+75.00/10103.89
527+99.34/1057.56
17+50.00/20.0423.82
17+75.00/25.3713.7
18+00.00/213.0611.67
18+25.00/213.7512.55
18+50.00/29.6813.84
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19+00.00/22.459.91
19+25.00/20.0915.51
19+50.00/210.7410.6
19+75.00/281.20.37
20+00.00/2160.880
20+25.00/2198.010
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20+75.00/2278.80
21+00.00/2280.970
21+25.00/2202.450
21+50.00/297.961.71
21+75.00/219.4427.08
22+00.00/2089.12
22+25.00/20116.71
22+50.00/20103.06
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23+00.00/2049.4
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24+00.00/20131.76
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24+75.00/259.4488.7
25+00.00/278.845.56
25+25.00/226.993.75
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25+75.00/2027.04
26+00.00/22.4547.64
26+25.00/22.4561.16
26+50.00/2048.15
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27+00.00/22.6914.63
27+25.00/22.599.35
27+50.00/21.676.02
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28+00.00/20.652.82
28+25.00/20.462.69
28+50.00/21.942.69
28+75.00/25.141.2
29+00.00/28.150
29+25.00/28.940
29+50.00/29.950
29+75.00/211.530
30+00.00/29.950
30+25.00/27.920.05
30+50.00/29.070.05
30+75.00/212.410
31+00.00/220.190
31+25.00/236.620
31+50.00/257.780
31+75.00/278.940
32+00.00/299.540
32+25.00/2109.8129.12
32+50.00/2105.4277.5
32+75.00/268.89122.08
33+00.00/218.47146.34
33+25.00/20149.63
33+50.00/20125.79
33+75.00/2096.76
34+00.00/2087.08
34+25.00/2071.44
34+50.00/2051.85
34+75.00/2030.88
35+00.00/20.2318.52
35+25.00/20.7914.4
35+50.00/21.1613.84
35+75.00/21.0610.83
36+00.00/20.8314.21
36+25.00/20.6925.97
36+50.00/20.641.06
36+75.00/20.5148.19
37+00.00/20.4641.94
37+25.00/20.3735.69
37+50.00/20.1433.24
37+75.00/2034.07
38+00.00/2041.3
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40+25.00/2095.28
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41+00.00/20.743.8
41+25.00/20.372.87
41+50.00/21.250.97
41+75.00/24.210.28
42+00.00/211.710.19
42+25.00/224.680
42+50.00/226.570.97
42+75.00/214.2117.13
43+00.00/23.9473.75
43+25.00/20125.79
43+50.00/20133.7
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44+00.00/2088.33
44+25.00/2088.43
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44+75.00/20153.47
45+00.00/20168.47
45+25.00/20151.06
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45+75.00/20104.4
46+00.00/2095.46
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47+00.00/20113.38
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47+50.00/20151.48
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48+00.00/20158.8
48+25.00/20152.69
48+50.00/20148.1
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67+00.00/2098.29
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72+25.00/20.3731.3
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78+00.00/2030.6
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102+25.00/20.090
102+50.00/20.090.42
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103+00.00/20.650.42
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103+50.00/23.1527.41
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105+00.00/3011.68
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106+00.00/30.7926.57
106+25.00/30.5649.49
106+50.00/30.0948.7
106+75.00/3045.32
107+00.00/3058.66
115+00.00/3
115+25.00/35.971.62
115+50.00/30.691.62
115+75.00/31.390.23
116+00.00/31.060.74
116+25.00/32.220.51
116+50.00/31.851.3
116+75.00/303.98
117+00.00/30.053.61
117+25.00/30.051.25
117+50.00/30.050.65
117+75.00/30.051.11
118+00.00/301.67
118+25.00/301.16
118+50.00/300.93
118+75.00/301.57
119+00.00/301.76
119+25.00/301.76
119+50.00/302.5
119+75.00/303.29
120+00.00/30.191.85
120+25.00/30.191.16
120+50.00/30.321.2
120+75.00/30.322.69
121+00.00/304.35
121+25.00/303.38
121+50.00/302.69
121+75.00/302.59
122+00.00/30.052.45
122+25.00/30.052.27
122+50.00/303.43
122+75.00/302.82
123+00.00/302.22
123+25.00/302.69
123+50.00/30.651.25
123+75.00/30.691.44
124+00.00/30.091.48
124+25.00/31.060.19
124+50.00/31.020.56
124+75.00/301.48
125+00.00/30.970.97
125+25.00/31.570.05
125+50.00/31.480.56
125+75.00/31.021.02
126+00.00/30.740.46
126+25.00/30.790.51
126+50.00/30.191.71
126+75.00/30.052.27
127+00.00/30.511.11
127+25.00/30.60.32
127+50.00/30.370.6
127+75.00/30.230.93
128+00.00/300.79
128+25.00/30.740.37
128+50.00/31.30.19
128+75.00/30.560.37
129+00.00/30.050.74
129+25.00/30.880.37
129+50.00/30.830.28
129+75.00/30.141.34
130+00.00/30.561.11
130+25.00/31.810.05
130+50.00/31.530
130+75.00/30.140.14
131+00.00/302.36
131+25.00/302.87
131+50.00/30.091.62
131+75.00/30.321.85
132+00.00/30.690.88
132+25.00/30.690.32
132+50.00/30.930.42
132+75.00/30.690.88
133+00.00/301.9
133+25.00/302.27
133+50.00/302.18
133+75.00/30.321.34
134+00.00/30.510.51
134+25.00/30.191.06
134+50.00/30.691.06
134+75.00/31.340.23
135+00.00/31.111.02

&L&"Arial,Bold"&16Earthwork from Geopak &C- &P of &N - REFRESH Earthwork Data

FIT

Contents CLEAR Contents

Adjustments

Earthwork with AdjustmentsSet Print Columns
Enter Shrink/Swell factor here --->1<---Enter Shrink/Swell factor hereL
<---Highlight any range of cells within column B, F, H & K and click here to create a SUBTOTAL in it's SUBTOTAL column$A$4:$L$566
TOTALS6,620.900.006,620.9015,409.620.000.000.000.000.00
012345
STATIONUNADJUST. RDWY. EX.SUBTOTALSSHRINK/SWELLADJUST. RDWY. EX.EMBANKMENTSUBTOTALSSUBEXCAVATIONSUBTOTALSSUBEX. BACKFILLTOPSOIL EX.SUBTOTALS0.0
500+00.00/100000001
500+25.00/17.0817.0811.440002
500+50.00/111.71111.710.230003
500+75.00/16.8116.810.230004
501+00.00/12.8712.871.390005
501+25.00/19.419.41.440006
501+50.00/115.46115.460.930007
501+75.00/134.49134.490.740008
502+00.00/135.93135.930.090009123.7516.49
502+25.00/18.4318.431.8500010
503+50.00/132.18132.188.800011
503+75.00/113.24113.240.8800012
504+00.00/116.85116.850.8800013
504+25.00/114.95114.95000014
504+50.00/179.54179.54000015
504+75.00/1123.931123.93000016
505+00.00/1113.471113.47000017
505+25.00/199.44199.44000018
505+50.00/160.6160.6000019
505+75.00/150.09150.09000020
506+00.00/144.35144.35000021
506+25.00/128.15128.15000022
506+50.00/112.69112.69000023
506+75.00/14.2614.261.5700024
507+00.00/10.6510.654.1700025
507+25.00/12.0812.082.8200026
507+50.00/15.0915.090.2300027
507+75.00/111.11111.11000028
508+00.00/126.16126.16000029
508+25.00/130.09130.090.2300030
508+50.00/115.23115.233.8900031
508+75.00/15.6915.694.6800032
509+00.00/13.813.834.9500033
509+25.00/11.5711.5766.6700034
509+50.00/100085.4600035
509+75.00/1000122.3100036
510+00.00/1000138.5200037
510+25.00/1000105.3700038
510+50.00/100058.6600039
510+75.00/100039.7200040
511+00.00/100026.4800041
511+25.00/12.4112.419.0700042
511+50.00/15.9715.970.1400043
511+75.00/119.77119.770.0500044
512+00.00/139.03139.03000045
512+25.00/156.06156.06000046
512+50.00/164.21164.21000047
512+75.00/160.79160.79000048
513+00.00/143.61143.610.0900049
513+25.00/129.4129.41.1100050
513+50.00/135.51135.511.0200051
513+75.00/141.53141.53000052
514+00.00/143.52143.52000053
514+25.00/149.07149.07000054
514+50.00/146.71146.71000055
514+75.00/144.86144.86000056
515+00.00/162.69162.69000057
515+25.00/172.31172.31000058
515+50.00/145.83145.830.2800059
515+75.00/112.64112.648.5600060
516+00.00/11.7611.7619.17000611581.32747.63
516+25.00/11.5311.5316.8500062
516+50.00/18.118.19.8100063
516+75.00/116.11116.116.3900064
517+00.00/111.76111.767.9600065
517+25.00/16.3416.345.4600066
517+50.00/112.45112.451.0600067
517+75.00/120.79120.791.6700068
518+00.00/127.82127.820.6500069
518+25.00/142.08142.08000070
518+50.00/150.23150.23000071
518+75.00/139.95139.95000072
519+00.00/130.65130.652.0400073
519+25.00/123.61123.612.0800074
519+50.00/19.9119.911.4800075
519+75.00/117.18117.181.4800076
520+00.00/142.5142.50.0500077
520+25.00/144.77144.77000078
520+50.00/153.1153.1000079
520+75.00/196.99196.99000080
521+00.00/1144.171144.17000081
521+25.00/1166.21166.2000082
521+50.00/1165.561165.56000083
521+75.00/1148.841148.84000084
522+00.00/1113.841113.84000085
522+25.00/188.56188.56000086
522+50.00/199.31199.31000087
522+75.00/1140.651140.65000088
523+00.00/1118.81118.8000089
523+25.00/181.81181.81000090
523+50.00/179.12179.12000091
523+75.00/155.65155.65000092
524+00.00/145.32145.32000093
524+25.00/151.06151.06000094
524+50.00/133.98133.98000095
524+75.00/15.7915.790.4200096
525+00.00/11.311.39.8100097
525+25.00/100016.5300098
525+50.00/100016.0200099
525+75.00/100031.34000100
526+00.00/100077.22000101
526+25.00/100096.62000102
526+50.00/100077.59000103
526+75.00/100067.36000104
527+00.00/100055.97000105
527+25.00/100052.41000106
527+50.00/100093.61000107
527+75.00/1000103.89000108
527+99.34/100057.56000109
17+50.00/20.0410.0423.82000110
17+75.00/25.3715.3713.7000111
18+00.00/213.06113.0611.67000112
18+25.00/213.75113.7512.55000113
18+50.00/29.6819.6813.84000114
18+75.00/26.0216.0211.39000115
19+00.00/22.4512.459.91000116
19+25.00/20.0910.0915.51000117
19+50.00/210.74110.7410.60001182157.03936.32
19+75.00/281.2181.20.37000119
20+00.00/2160.881160.880000120
20+25.00/2198.011198.010000121
20+50.00/2229.351229.350000122
20+75.00/2278.81278.80000123
21+00.00/2280.971280.970000124
21+25.00/2202.451202.450000125
21+50.00/297.96197.961.71000126
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22+00.00/200089.12000128
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22+50.00/2000103.06000130
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23+00.00/200049.4000132
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24+00.00/2000131.76000136
24+25.00/2000162.73000137
24+50.00/2000177.59000138
24+75.00/259.44159.4488.7000139
10-258139
25+00.00/278.84178.845.56000140
25+25.00/226.99126.993.75000141
25+50.00/27.5917.5910.32000142
25+75.00/200027.04000143
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26+50.00/200048.15000146
00-10146
26+75.00/20.8310.8326.3000147
27+00.00/22.6912.6914.63000148
27+25.00/22.5912.599.35000149
27+50.00/21.6711.676.02000150
27+75.00/21.3911.393.75000151
10-183.12151
28+00.00/20.6510.652.82000152
28+25.00/20.4610.462.69000153
28+50.00/21.9411.942.69000154
28+75.00/25.1415.141.2000155
29+00.00/28.1518.150000156
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29+50.00/29.9519.950000158
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30+00.00/29.9519.950000160
30+25.00/27.9217.920.05000161
30+50.00/29.0719.070.05000162
30+75.00/212.41112.410000163
31+00.00/220.19120.190000164
31+25.00/236.62136.620000165
31+50.00/257.78157.780000166
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32+00.00/299.54199.540000168
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35+00.00/20.2310.2318.52000180
10-97180
35+25.00/20.7910.7914.4000181
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File details come from the government source that posted it. Updated .