This document provides details on Eric S Girod's experience and qualifications. It includes his education, licenses, and overview of his 23 years of experience in civil and transportation engineering. It then lists several representative transportation projects he has worked on in various roles, including as a senior transportation engineer and project engineer. The projects involve freeway, interchange, and bridge design and improvements.
Hunter Mill Road and Sunrise Valley Drive Pedestrian ImprovementsFairfax County
The project provides pedestrian improvements at the intersection of Hunter Mill Road (Route 674) and Sunrise Valley Drive (Route 6320). Improvements include installing 1,037 linear feet of concrete sidewalk, curb and gutter, concrete sidewalks, curb ramps, refuge island, realigning the southbound right turn lane, and milling and asphalt paving near the intersection. Drainage improvements include installing 1,069 linear feet of storm drain pipes, curb drop inlets, and a Filterra unit.
Hunter Mill Road and Sunrise Valley Drive Pedestrian ImprovementsFairfax County
The project provides pedestrian improvements at the intersection of Hunter Mill Road (Route 674) and Sunrise Valley Drive (Route 6320). Improvements include installing 1,037 linear feet of concrete sidewalk, curb and gutter, concrete sidewalks, curb ramps, refuge island, realigning the southbound right turn lane, and milling and asphalt paving near the intersection. Drainage improvements include installing 1,069 linear feet of storm drain pipes, curb drop inlets, and a Filterra unit.
Foundation Design For the abutment and footing design, soil anal.docxbudbarber38650
Foundation Design
For the abutment and footing design, soil analysis was required to determine allowable design loads. Our geotechnical engineers have provided a thoroughly soil reports and calculations for the abutment and is located in Appendix XX. With our design constraints, our structural engineers have come to concluded that spread footing design is best for our pedestrian bridge.
Design Criteria
Based on the geotechnical reports, our structural engineers have designed our abutment and footing to transfer the loads from the pedestrian bridge to the underlying soil and to prevent the soil from tipping the abutment over. Our structural team have worked closely with our geotechnical team to design an abutment that capable to support a 144 Kips (Dead + Live) loads coming from the bridge, and to not exceed the bearing capacity of 4000 psf. With the vertical depth of the abutment and footing of 26 ft, our teams already take into consideration that our footing need to be 3 ft below the channel to prevent the soil erosion below the footing. Our abutment and footing will be design for overturning moment and shear coming from soil pushing into the abutment wall. All stresses have been accounted for and designed to be able to handle the above mentioned stresses, all calculations are included in Appendix XX. Both abutment and footing are the same on both end span of the bridge.
Our structural engineers will use 4000 psi concrete, and 60000 psi steel for the abutment and footing design. The abutment dimensions will be 15 ft wide by 24 ft height and thickness of 4 ft. The footing will have dimensions of 15 ft wide by 2 ft depth a thickness of 12 ft.
With the dimensions of abutment and footing calculated, the righting moment created by reinforced concrete is much larger than the overturning moment pushing against it and is adequate for the bridge support.
Table of Contents
1. Executive Summary
2. Project Personnel
3. Preliminary Design Analysis
4. Appendices
a. Overall Plans and Exhibits
b. Traffic Study
c. Geotechnical Evaluation
d. Site – Civil & Utilities
e. Structural Calculations
f. Construction
g. Summary of Assumptions
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Note
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Text Box
The table of contents should be broken down more. For example: 1.1. Introduction
1.2. Background of project
1.3. purpose and Objective
Each one should also list which page and the entire report should have pagination.
Executive Summary
Introduction
Donovan & Associates looks forward to providing professional engineering services to
the City of Escondido for the design and construction of the new Escondido Pure Water
Pipeline.
Donovan & Associates prides itself in offering the most cost-effective and sustainable
solutions for
public infrastructure improvements and land development. The new Escondido Pure
Water Pipeline will be located on Washington Avenue and Spruce Street in the City of
Escondido. This
project will include the evaluati.
Fairfax County Fleet Drive Walkway Improvements Sept 2020Fairfax County
The scope of this project was construction of concrete sidewalk, curb and gutter, curb-cut ramps, retaining wall, pavement mill and overlay, pavement markings and signings, closed drainage system improvements and watermain relocation.
Clarks Crossing Road Improvements 05-13-22Fairfax County
The Clarks Crossing Road Pedestrian Access Improvement project improved the pedestrian and bicycle access along Clarks Crossing Road and was substantially completed on March 23, 2022.
This project completed the missing link between the existing sidewalk at Brookside Lane and the previously constructed sidewalk along Clarks Crossing Road. The scope of this project included construction of asphalt sidewalk, curb ramps, curb and gutter, drainage improvements along Brookside Lane and asphalt mill/overlay on Clarks Crossing and Brookside Lane.
June 26, 2020 -- PEC seeks to secure contracted professional engineering services to complete (1) a Geotechnical Report and (2) a Final Design for fish-friendly and flood-resilient structures to replace culverts at ONLY the Piney River (VA Rt. 653) pilot project site in Rappahannock County, VA.
1. Eric S Girod, PE
Education
BS, Civil Engineering, Portland State University, 1983
Licenses/Registrations
Professional Engineer (Civil), California, #57288
Overview
Mr. Girod has 23 years of diversified experience in the field of Civil
and Transportation engineering. His experience includes PSR & PR
design, geometric approval drawings, right-of-way coordination,
utility coordination, structural design, and preparation of plans,
specifications, and estimates. His project experience has included
new freeways, interchanges, grade separations, freeway
widening, railroad overheads, bridge replacement and pavement
rehabilitation. In addition to his project responsibility, he also
helped develop CAD standards and its project configurations for
network servers.
Presented below are list of his representative project experience.
State Route 91 Corridor Improvement Project,
Riverside County, California
As a senior transportation engineer, Mr. Girod’s project
responsibilities included QA/QC, GAD design as well as creating
the documents for design checklist and design exceptions for
Mandatory and Advisory Standards. Also assisted in preparing
project plans, specifications, and estimates for the design build
project. This project will increase the capacity of the severely
congested SR-91 corridor by extending the existing Orange County
Transportation Authority ("OCTA") SR-91 Express Lanes
approximately 7.5 miles east into Riverside County, to Interstate
15. The Project also includes improvements from the I-15/SR-91
interchange to McKinley Street and direct connectors to the tolled
express lanes from SR-91 south on 1-15 to Ontario Avenue.
Devore Interchange Reconstruction, San
Bernardino County, California
The $324MM project currently in construction extends along I-15
approximately 0.8 miles south of the Glen Helen Parkway
undercrossing to 1.4 miles north of the Kenwood Avenue
undercrossing, and along I-215 approximately 1.2 miles south of
the Devore Road overcrossing to the I-15 junction. This project
reduces existing operational deficiencies at the interchange by
establishing route continuity, reduces traffic congestion, reduces
freeway traffic diversions to local streets and improves safety by
reducing the number of non-standard design features, eliminates
the existing lane reductions on I-15, and improves local
circulation.
Mr. Girod, as a senior transportation engineer, was responsible to
provide QA/QC for the Geometric Approval Drawings. Responsible
for the Fact Sheets for the Mandatory and Advisory design
Standards during preliminary engineering as well as during the
design-build contract.
I-215 Widening from Scott Road to Nuevo Road,
Riverside County, California
Construction of this project began early 2013 to widen 12.5 miles
of Interstate 215 between Scott Road in Menifee and Nuevo Road
in Perris. One lane will be added in each direction to this section
of I-215. Once completed, there will be three continuous
northbound lanes and three continuous southbound lanes on I-
215 between I-15 and State Route 60.
Mr. Girod’s project responsibilities included design and oversight
on portions of the mainline roadway and proposed sound walls,
as well as QA/QC for the PS&E submittal.
Lenwood Road Grade Separation, Barstow,
California
The City of Barstow and County of San Bernardino is proposing to
grade separate the existing Lenwood Road over the BNSF railroad
tracks. This project is in response to proposed commercial and
industrial development in the area. Currently, Lenwood Road has
one lane of traffic in each direction; the proposed project will add
an additional lane in each direction. The profile will be elevated
up to 40 feet and raise the intersection of Lenwood Road and
Main Street approximately 15 feet. The project reduces traffic
congestion at the crossing, improves emergency response times,
decreases vehicle emissions and commute times, removes train
bells and horns at the intersection, and enhances safety for
motorists and pedestrians.
Mr. Girod was responsible for the Roadway design and plans as
well as coordination between other design teams such as
retaining walls, drainage, and bridge teams.
Clay Street Grade Separation, Riverside,
California
The Riverside County Transportation Department is proposing a
grade separation includes reconstruction of Clay Street to pass
under the existing UPRR railway, construction of a railroad bridge
(60’ wide, 105’ long, two span) for the existing UPRR railway, and
lowering of grade elevation at General Drive and at Linares
Avenue that will tie into the new lowered Clay Street grade.
Mr. Girod was responsible for the Roadway design and plans as
well as coordination between other design teams such as
retaining walls, drainage, and bridge teams. His expertise was
instrumental in troubleshooting design discrepancies between
design teams, thus preventing future costly change orders.
Arrow Route at I-15 Freeway Interchange,
Rancho Cucamonga, California
Project Engineer responsible for design for the ultimate
improvement of the proposed Arrow Route at the I-15 Freeway
On/Off Ramps. Because of the close proximity (3/4 miles) of the I-
15 Foothill Blvd IC, modifications to that existing interchange are
required to minimize a traffic weaving problem on the freeway. In
addition, because of the close proximity of the Day Canyon
Channel, the Metrolink tracks, and other design factors, several
bridges or bridge widenings may be required to complete the
project. The contract included preparation of geometric maps,
2. Eric S Girod, PE
advance planning studies review, re-evaluating alternatives,
define environment and preliminary right-of-way requirements,
perform preliminary drainage and structure studies, and prepare
the preliminary schedules and cost estimates necessary to
produce the PR.
I-215/SR-60 East Junction EW HOV Connectors,
Riverside, California
As a project engineer, Mr. Girod was responsible for providing
GAD and final PS&E design of direct HOV connectors between the
west leg of the I-215/SR- 60 easterly junction and the east leg (SR-
60) HOV lanes. Improvements include widening roadway,
widening and replacing bridge Overheads, realigning frontage
roads, realigning ramps, re-profiling connector ramps, and
associated work. The plans prepared include roadway, structures,
drainage, electrical, Trafflc Design, Utility, Traffic
Management/Stating/Trafflc Handling, erosion control,
construction stormwater plans. Engineers estimate, quantities
and specification preparation were included.
I-10 & Riverside Avenue Interchange, Rialto,
California
This project completed in 2012, is an interchange reconstruction
project that widened the Riverside Avenue Overcrossing over
Interstate 10 (I-10) in Rialto from 5 to 9 lanes, providing additional
left turn capacity for vehicles accessing I-10. The project also
widened all four ramps, constructed auxiliary lanes and installed
ramp metering at the entrance ramps to manage the traffic flow
onto I-10. This $25 million project was completed on time and
within budget. The project was unique as the 5-lane structure
over I-10 was completely demolished and reconstructed in a
seven month period. Contractor incentives were included with
this project to achieve restoring traffic flow on Riverside Avenue
in seven months. Riverside Avenue is a major arterial between
State Route 60 in Riverside and Interstate 15 in Fontana and the
corridor is adjacent to multiple industrial and logistical facilities
that generate heavy truck traffic.
Mr. Girod was extensively involved in the development and
preparation of the Geometric Approval Drawings for the
interchange improvement. During PS&E, some of his other tasks
included development and design of the retaining walls, with
highly restrictive working areas, to accommodate the Ramp
widenings, as well as contour grading.
SR-210 Segment 3, Rancho Cucamonga,
California
As Highway Engineer, Mr. Girod was responsible for the complete
design and preparation of the project's PS&E for approval by
SANBAG, Caltrans, and the City of Rancho Cucamonga. Designed
two soil nail walls for the exit and entrance ramps at Archibald
Avenue. The project constructs the early grading, sound walls,
retaining walls, and storm drains at Jasper Avenue and at 19th
Street.
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SR-210 Segment 2, Upland, California
Mr. Girod was responsible for the design and preparation of a
new eight-lane freeway segment, complete with HOV lanes, a
new interchange, haul road for excess material, retaining walls,
sound walls, and mitigation protection of a MWD line. lanes.
Monte Vista Avenue Grade Separation,
Montclair, California
The City of Montclair and the San Bernardino Associated
Governments (SANBAG), in coordination with the California
Department of Transportation (Caltrans), is proposing to grade
separate the existing Monte Vista Avenue/Union Pacific Railroad
(UPRR) at-grade railroad crossing. The proposed grade separation
would elevate Monte Vista Avenue over the railroads tracks and
State Street. The purpose of the proposed project is to improve
safety, as it will remove the existing at-grade conflict between
vehicular traffic and rail traffic. In addition, the proposed project
would reduce the congestion and inconvenience caused by the
existing at-grade facility.
As a project engineer, Mr. Girod was responsible for the Roadway
design and plans. The proposed project will construct an overhead
grade separation at the intersection of Monte Vista Avenue and
the Union Pacific Railroad crossing.
Low Water Crossings along Wildwood Creek and
Wilson Creek, Yucaipa, California
Project engineer responsible for Plans of Reinforced Concrete
Boxes at various locations: 3rd Street and Wildwood Creak;
Wilson Creek and 10th Street, Avenue D, and 13th Street. Project
will consist of elevating the existing at-grade low water crossings
to construct box culverts, in order to eliminate the existing low-water
crossings and alleviate the current flooding deficiencies in
the roadbed.
On-Call Design Services - Tasks 1, 2, and 5,
Riverside County, California.
Project engineer responsible for research and preparation of
Utility Location Maps for a new diamond interchange on Route 10
in Thousand Palms; an interchange replacement at Green River
Drive and Route 91; and for a widening of a l0-mile segment of
Route 79. PS&E preparation for the two interchange projects was
also required.
Valley Center Road Bridge, San Diego County,
California.
Mr. Girod prepared plans and design for the widening of the
roadway, from a two-lane rural road to a four-lane highway, stage
construction traffic handling, detours, guardrailing, and striping.
The project involved design coordination with adjacent casino site
development and bridge.