Preliminary Bridge Design Sample Clauses

Preliminary Bridge Design. HYDRAULIC REPORT: Engineer will complete a hydraulic design of the bridge utilizing HEC-RAS software. An associated report and exhibits will be developed and submitted to IDOT for approval. A site visit by the Engineer is included in the scope of work for this task. The Department will complete BLR form 10200 relative to the asbestos determination.
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Preliminary Bridge Design. Preliminary design calculations will be performed to establish structure and foundation types, sizes and appropriate details.
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Preliminary Bridge Design. This task includes preliminary design of abutments and sidewalk approaches. This task also includes review of pre-fabricated bridge structures to select a model that fits the specific requirements of this location.
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Preliminary Bridge Design. WBS_R.6.2.6 Condemnation
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Preliminary Bridge Design. Perform a preliminary deck design. Check the capacity of the existing substructure to carry the new superstructure loads and determine required grade changes.
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Related to Preliminary Bridge Design

  • Preliminary Design § 4.3.1 Upon the Owner’s issuance of a written consent to proceed under Section 4.2.3, the Design-Builder shall prepare and submit a Preliminary Design to the Owner. The Preliminary Design shall include a report identifying any deviations from the Owner’s Criteria, and shall include the following:

  • Preliminary Engineering In order to receive City review and approval of the Extensions, Developer shall furnish two (2) copies of the plat map, topographic map and proposed roads profile sheets in electronic format prior to the City’s ordering of the engineering plans from its Engineer. The contour elevation and road profile elevations shall be referenced to NAVD ‘88 datum. In the event Developer’s engineer prepares the construction plans and specifications, the above information shall be a part of the extension construction plans to be reviewed and approved by the City’s Engineer. The final plat map shall be to the scale of 1-inch = 20 feet. The contour map shall have a scale of 1-inch = 20 feet and contour intervals of two (2) feet or less. The road profile sheets shall be to the scale of 1-inch = 20 feet. Developer shall provide a minimum of one benchmark, datum being NAVD ‘88, on the project site; and the elevation and location of the benchmark shall be indicated on the maps furnished by Developer.

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