Roadway. The portion of a road within the limits of excavation and embankment.
Roadway. The Proposal shall provide a description of the roadway components for the Project. The information shall include at least the following:
(a) Preliminary plan and profile schematic sheets for mainlanes, frontage roads, interchanges and crossing roadways for the Schematic Design.
(b) Schematic sheets shall include typical sections and general project roadway information such as right of way and Project limits, design speeds and functional classification(s).
(c) Proposed refinements in the horizontal and vertical geometric configuration of the Schematic Design.
(d) Roadway and interchange geometry to accommodate the ultimate configuration.
(e) A description of all existing roadways and structures to be closed, demolished, left as is, or incorporated into the Project.
Roadway. The Proposal shall provide a description of the roadway components for the Project. The information shall include at least the following:
(a) Proposed refinements in the horizontal and vertical geometric configuration of the Schematic Design.
(b) Plans, typical sections and profiles of mainline, frontage roads, interchanges and crossing roadways for the Schematic Design.
(c) Roadway and interchange geometry.
(d) A description of all existing roadways and structures to be closed, demolished, left as is, or incorporated into the Project.
(e) Proposed pavement design
Roadway. The portion of the Right of Way within the outside limits of the side slopes.
Roadway.
0.0 Xxxxxxx General
1. The typical section for I-69 shall consist of three 12 foot lanes. The inside shoulder shall be an 8 foot paved shoulder where no barrier is present. Where guardrail is required, the minimum offset shall be 2 feet from the edge of the paved shoulder. For shape “F” rail at bridge locations, a 1’-8” offset may be used. Where concrete barrier or railing is present, the inside shoulder shall be a 10 foot paved shoulder. Where there is guardrail, an 8 foot paved shoulder with two feet of aggregate shall be provided.
2. The existing 10 foot outside shoulder can remain in place, except for sections of I-69 where reconstruction is required. If the outside shoulder is reconstructed, a 12 foot paved shoulder with no barrier offset shall be provided.
3. An auxiliary lane shall be added to the outside of the existing lane from Station 242+85.00 to Station 261+00.00 Left “A”.
4. Auxiliary lanes shall be 12 feet wide with a 10 foot paved shoulder.
5. Any new bridge over I-69 shall provide a minimum stopping sight distance as required by the Indiana Design Manual for 45 mph stopping sight distance for design speed less than 45mph.
6. Minimum vertical clearance for bridges over I-69 shall be 16 feet with the following exceptions:
a. Campus Parkway over I-69 shall have a minimum vertical clearance of 16.5 feet over I-69.
7. Minimum vertical clearance for I-69 over SR 13 shall be 14.6 feet (14’-7 ¼”) to provide the maximum practical clearance for truck traffic.
8. Snowplowable raised pavement markers are required for mainline, ramps and Campus Parkway/Southeastern Parkway. Shoulder corrugations shall not be provided.
9. If the scope of work includes widening east of SR13 in Section C, such widening shall include both the northbound and southbound lanes within the station limits.
10. The limits of widening are not restricted by this requirement, however the permanent striping for the northbound inside lane drop shall not occur within the horizontal curve approaching the SR38, or within the limits of the SR38 interchange. If the scope of work includes added travel lanes beyond the start of the full width section of SR 38 northbound exit ramp but not to the end of Section C (Sta 133+55), the outside travel lane shall be dropped at the exit ramp and the new inside added travel lane shall be tapered to meet the existing inside travel lane at that point.
6.2 I-69 at Campus Parkway/ Southeastern Parkway Interchange General
1. The current engineering and ...
Roadway. The Grantor, at the Grantor’s sole expense, shall construct and maintain a private roadway over the entire Easement and shall surface such private roadway with the materials selected and approved by the Distributor in its sole discretion. The Parties agree, however, that the portions of the Easement upon which any fire hydrants and/or fire hydrant branch lines are located shall not be included in such private surfaced roadway. Planters, islands, or medians shall not be permitted within the Easement, except as specified by the Distributor’s and Denver Water’s then-current Engineering Standards.
Roadway. The portion of the right-of-way, within the outside limits of the side slopes or between curb lines, used for vehicular travel.
Roadway. The portion of a Highway within the limits of construction and all structures, ditches, channels, and waterways which are necessary for the correct drainage thereof. Rootmat. Any material that by volume, contains approximately 60 percent or more roots. Schedule Impact Analysis (SIA). A process of analyzing a schedule to determine the impact on the Project schedule of a change in the Work or condition, or of a delay event, for the purposes of quantifying and apportioning the effects to the party responsible for the impact. Schedule of Record (SOR). The latest accepted Baseline Schedule in accordance with Part 3, Article 11 of the Contract Documents by which all schedule references will be made and progress evaluated. Seawater. Water in which total alkali chlorides calculated as sodium chloride are more than 0.10 percent of total solids. Select Borrow. Borrow material that has specified physical characteristics. Select Material. Material obtained from Roadway Cuts, Borrow areas, or commercial sources that is designated or reserved for use as a foundation for the Subbase, Subbase material, Shoulder surfacing, or other specified purposes designated in the Contract Documents.
Roadway. 2.5.1. Roadway and right-of-way widths shall follow the guidelines set out in Appendix A:
2.5.2. Roadway widths shall be measured from face of curb.
2.5.3. Structural sections of roadway shall meet or exceed the following: Residential roadways: 80mm of asphalt concrete 100mm of crushed gravel 200mm of pit run xxxxxx Xxx textile under all roadway gravels Collector roadways: 140mm of asphalt concrete 100mm of crush gravel 200mm of pit run xxxxxx Xxx textile under all roadway gravels Major Collector and Industrial roadways: 160mm of asphalt concrete 100mm of crush gravel 300mm of pit run xxxxxx Xxx textile under all roadway gravels The proposed structural design section may be reduced if supported by an investigative report and recommendations from a qualified Geotechnical Engineer and approved by the Town.
Roadway. The Consultant shall be responsible for coordination of all geotechnical related fieldwork activities. The Consultant shall retain all samples until Final Plans are submitted.
7.2.1 A preliminary roadway exploration shall be performed before the 30% plans submittal. The preliminary roadway exploration will be performed and results provided to assist in setting roadway grades and locating potential problem areas. Boring frequency shall be one every feet. Borings shall be of sufficient depth to determine seasonal high water elevation and other critical geotechnical features. The preliminary auger borings shall be surveyed for use in the final design. Pavement cores shall be obtained in areas to be milled and resurfaced, and specifically at the following locations: • • •
7.2.2 The final roadway exploration shall include one auger boring every 200 feet to a depth of 5 feet. The borings shall be extended to 20 feet every 600 feet along the roadway. Boring depths shall be adjusted to accommodate roadway cuts and utility excavations. Additional borings or muck probes shall be performed in suspected muck areas to evaluate the extent of organic soils. Standard Penetration Test (SPT) borings shall be performed every 400 feet in high fill embankment areas (i.e., fill greater than about 10 feet). SPT boring depths shall be to 1.5 times the fill height. Undisturbed samples of compressible materials such as muck, peat, clay or silt shall be obtained for use in consolidation testing for settlement analysis. Routine soil classification shall be performed on representative samples obtained from the borings. These tests typically include grain size analysis, percent fines, Atterberg limits, organic content and moisture content. Additional bulk samples of representative soils encountered along the alignment shall be collected for Limerock Bearing Ratio (LBR) and corrosion testing. All laboratory testing and classification shall be performed in accordance with applicable AASHTO or ASTM standards.
