Rev. 1/10/24
www.fdot.gov
Category 10.3: Construction Materials Inspection
SR- 2000 in Ace, Florida – 01/1999-12/2002
This 1.37 mile roadway project consisted of raising the existing roadway approximately 3 inches and the
addition of a new travel and auxiliary lanes. The project also consisted of constructing of three new
tollbooths on the mainline, extending the existing MSE wall approximately 200 lf. Also included is the
construction of a new 5' x 10' x 250lf of box culvert, excavation, embankment, pavement marking, base
and asphalt. John served as the Project Engineer and supervised all of the inspectors and was responsible
for the overall inspection of the roadway construction. John also was responsible for all of the sampling
and tracking of all construction materials, asphalt, concrete, earthwork and all other construction
materials involved in this roadway project.
SR 10 in Perry, Alabama – 01/2003-12/2006
This 2.5 mile roadway project consisted of milling and resurfacing north and south bound existing roadway
and also consisted of constructing 4' widening shoulder on the outside lane of both the north and south
bound roadway. Also included in the project is the construction of drainage pipes, excavation,
embankment, pavement marking, base and asphalt John served as the Project Engineer and supervised
all of the inspectors and was responsible for the overall inspection of the roadway construction. John also
was responsible for all of the sampling and tracking of all construction materials, asphalt, concrete,
earthwork and all other construction materials involved in this roadway project.
Category 10.4: Minor Bridge
Johns Bridge Over 1-10 in Ace, Florida – 01/2000-12/2002
This structure is a 120’ 3 span Type II AASHTO girder bridge with a continuous CIP deck and prestressed
concrete pile foundations. John served as the Project Engineer and was responsible for the overall
inspection of the bridge. John supervised the inspection of the girders and deck for this bridge and
performed QA of the remaining structural components.
SR 10 Over Little River in Perry, Alabama – 01/2003-12/2006
This structure is a 600’ CIP flat slab structure with 30’ spans. John served as a Project Engineer and
supervised the inspection of pile bents, abutments, and deck using AASHTO LRFD Bridge Specifications.
He was also involved in checking the contractors repair procedures for defects during construction.
Category 10.5.1: Concrete
SR 62 Over Muddy River – 03/1997-12/2002
This structure consists of a 2000’ long medium level bridge. The foundations consist of 30”
precast prestressed concrete piles in varying size groups. The approach superstructure is 150’ Florida 78”
Bulb-T beams, simple span, with a continuous deck. The main unit is a 200’-240’-
200’ drop-in 78” Bulb-T post tensioned system. John was a Project Engineer and supervised the inspection
of simple span and continuous span girders and deck, the foundations and the piers.
CR 99 Over I-10 – 10/1995-02/1997
This structure consists of a 312’ two span post tensioned 78” Bulb-T bridge. The center pier is twin columns
supported by 8’ diameter drilled shafts. John was the Project Engineer and supervised the inspection on
all the substructure and superstructure using the AASHTO LRFD Department Specifications.