para la realización de la presente encuesta
CONTADOR COSMETOLOGA ESTILISTA MANICURISTA INSTRUCTOR
4.1.5.3. MANUAL DE FUNCIONES Y COMPETENCIAS LABORALES CARGO: Gerente General.
The policy and procedure for the design of pavement structure section shall be based on the CDOT Pavement Design Manual.
5.3.9.1 Design Standards
The following elements are to be used in the design procedure, with some minimum criteria provided. Several computer software pavement design programs, as approved by Boulder County Transportation, may be used to design pavements.
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The design procedure is based on the number of 18,000-pound single axle equivalent daily load applications (18k EDLA) per traveled lane. The 18k EDLA shall be equivalent to 100 percent of fully developed ADT adjusted for construction traffic (110 percent). In no case will the 18k EDLA be less than 10 on Local or Local secondary roads and 30 on Residential Collectors.•
The serviceability index (SI) for private roads, Local or Local Secondary roads and Residential Collectors will be 2.0. The SI for Collectors and Arterials will be 2.5.•
The regional factor shall be 1.0. Under drains may be required where high groundwater is present.•
Evaluation of subgrade soils and pavement structure materials shall follow the procedure in the CDOT Pavement Design Manual. An economic evaluation of alternate structure section is recommended. In making adjustments to the various layers of the pavement structure a moreeconomical design may result. For example by increasing the asphalt thickness a decrease in gravel and earthwork may result. Stabilizing a poor subgrade with lime or cement may result in a thinner structure section. Also the use of asphalt treated base or cement treated subbase may be a more economical use of materials. Place treated subbase or a layer of milled Hot Mix Asphalt (HMA) mixed with
Boulder County Multimodal Transportation Standards
5.3.9.2 Minimum Structural Sections
The minimum depths of Hot Mix Asphalt (HMA) and Aggregate Base Course (ABC) Class 6 (3/4 inch) per road type that will be allowed are the following:
HMA ABC
Private Roads 2” 4”
Local or Local Secondary 2.5” 4”
Residential Collector 2.5” 4”
Collectors or Arterials As required by a Geotechnical Report
Evaluation of the pavement design may result in an increase in HMA or substituting ABC with Plant Mix Bituminous Base (PMBB) or Portland Cement Treated Base. In no case will substitute sections be any less than 3 inches in depth.
5.3.9.3 Pavement Structure Design Report
A pavement design report shall be prepared by a Colorado registered professional engineer and shall be considered a requirement of road plan approval.
The pavement design report shall include the following minimum information:
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Soil logs along the proposed roadway alignment at a preferred interval of 500 feet or as directed by the County Engineer.•
Each log shall have a minimum soil profile of four feet below proposed subgrade elevation.•
Representative soil samples for pavement design from each log shall be taken within two feet below proposed subgrade elevation.•
Each representative sample shall be classified according to the AASHTO Unified Soil Classification Table, along with an Atterberg Limit’s Test and a sieve analysis.•
The pavement design procedure is based on the Hveem Stabliometer Test or the Expansion Pressure Test, which is used to compute a Resistance Value (r) of the subgrade. On private roads, local or local secondary roads and Residential Collectors a California Bearing Ratio (CBR) may be used to determine subgrade evaluation.•
Proposed average daily traffic volumes (ADT) for each road shall be based on 100 percent of full development including an adjustment for construction traffic. Traffic analysis for the purpose of pavement design shall be as given in Article 4.•
Recommended structural sections, based on the design considerations, proposed typical sections, and sections of roadway which may require additional stabilization or treatment.5.3.9.4 Alternate Pavement Materials Requirements
Pavement shall include a minimum of 20 percent alternate materials such as RAP (Recycled asphalt pavement) or RAS (recycled asphalt shingles) as approved by the County Engineer. The proposed mix design shall be approved by the County Engineer prior to placement on the project.
5�4 Access Control
Access control on the County road system is necessary to maintain the operational efficiency and safety for all travel modes in a transportation corridor. Uncontrolled proliferation of driveway and other access approaches is a major contributor to roadway accidents, increased congestion, and the deterioration of a county road’s functional capacity, particularly on Arterial and Collector roadways. Additional information regarding accesses can be found in Section 2.6.
5�4�1 Access onto Principal and Minor Arterials
5.4.1.1 Private Direct Access
Private direct automobile access to Principal and Minor Arterials shall be permitted only when the property in question has no other reasonable access to the general street system. When direct access must be provided, the following shall be considered:
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Access shall continue until such time that some other reasonable access to a lower functional category street is available and permitted. The access permit shall specify the future reasonable access location and, if known, the date the change will be made. Subdivisions shall be designed, if possible, to provide for alternative access at a future date.•
No more than one access shall be provided to an individual parcel or to contiguous parcels under the same ownership unless it can be shown that additional accesses will be significantly beneficial to the safety and operations of the road or the local circulation system.•
On two-lane roads, access approaches may be limited to right turns only, if the approach is the longer of 500 feet or the length of the turn lane from the nearest signalized intersection.•
Access approaches on multi-lane divided roads shall be limited to right turns only unless either the approach is at least one-half mile from the nearest traffic signal; or the access does not have the potential for signalization and it can be shown that allowing left turns would significantly reduce congestion and safety problems at a nearby intersection; or there are no intersections, existing or planned, which allow a U-turn; and left turns can be safely accommodated without signalization; and a median is present (or will be constructed) which allows appropriate left turning vehicle storage.•
Back out driveways shall not be allowed.5.4.1.2 Intersection Spacing and Signalization
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For rural road sections where significant development is not expected in the foreseeable future, spacing of all intersecting public streets, roads, and highways shall be on one-half mile intervals for Principal Arterials and one-quarter mile intervals for Minor Arterials, plus or minus approximately 200 feet. Where topography makes such spacing inappropriate, topography, property ownerships,property lines, and physical design constraints shall determine the location of public approaches. The final location should serve as many properties and interests as possible to reduce the need for direct private access to the Road System.