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| Dr.Dirt Papers | by Dan Atcheson |
| Cross Sections |
| BALANCING A ROADWORK PROJECT USING QUEST FOR CROSS SECTIONS |
| You can balance a roadwork project by using the following formula: |
| Change in Elevation of Proposed Layer = Import (or
Export) / Volume of Topsoil Stripped The depth of topsoil stripped must be temporarily set at one foot while making this calculation. Keep in mind that if the project requires import, the proposed layer must be raised. If the project requires export, the proposed layer must be lowered. |
| ENTERING METRIC STATION NUMBERS IN QUEST FOR CROSS SECTIONS |
| Some metric plans designate station numbers as follows: |
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| In order to enter these types of station designations in Quest for Cross Sections, simply move the plus sign (+) one place to the right; i.e.: |
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| USING QUEST FOR CROSS SECTIONS TO TAKE OFF PHASED HIGHWAY CONSTRUCTION |
| An example of phased highway construction is when you are required to perform the following sequence of events: |
| 1. Construct a new set of lanes while allowing traffic
to continue over an existing road. 2. Detour traffic onto the new lanes while you are re-working the existing road. 3. Open all lanes to traffic. |
| Perform the following steps to do a takeoff that reflects the fluid changes in the project: |
| 1. Digitize the existing and proposed grades in each
cross section for Phase 1 as you normally do; however, you must digitize the proposed
surface from the far left to far right, even if you have to superimpose portions of the
proposed surface right on top of the existing surface (Figure 1). The results will reflect
the cut and fill required to accomplish the work of Phase 1. 2. Make a copy of the job file. 3. Delete the existing surface in each cross section, then enter the proposed surface as though it were the existing surface (Figure 2). The results will reflect the cut and fill required to accomplish the work of Phase 2. NOW HERE'S THE "RUB": Any cut quantities calculated in Phase 2 must be considered as fill, and any fill quantities calculated must be considered as cut, since we have reversed the roles of the existing and proposed surfaces. 4. If Phase 3 must be run, make a copy of Phase 2, delete the Phase 2 proposed grades, then digitize Phase 3 proposed grades (Figure 3). The results will reflect the cut and fill required to accomplish the work of Phase 3. |
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| If more phases must be calculated, repeat this process and keep in mind that the cut and fill quantities must be reversed in every other phase; i.e., |
| Phase 1 Cut =
Cut and Fill = Fill Phase 2 Cut = Fill and Fill = Cut Phase 3 Cut = Cut and Fill = Fill Phase 4 Cut = Fill and Fill = Cut, etc. |
| SETTING UP STATIONS IN QUEST FOR CROSS SECTIONS WHEN THERE IS A GAP IN THE WORK |
| Some roadwork projects require work through several stations, followed by a series of stations requiring no work, followed by another series of stations requiring work. Under these circumstances, create a series of stations, from start to finish, including stations containing no work. Then locate the drawing fields and digitize the end areas throughout the portions of the road requiring work, but don't locate the drawing fields of stations requiring no work. This procedure will eliminate calculations within the portions of the road requiring no work. |
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