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,.... ~ Areas of Expertise (:, 'n~ rruni, >!l /':nginl'cring J n~pccrion/!\, ,ad\\';1\-! Bridgl'~ Po~l-tl'n~l' >I1l'd concrl'rl' ~cg1l1l'ntal bndgl'~ Prl'c;l~t girder bridgl'~ :>rn,j girder bridgl'~ \'ari, >ll~ tral1~p' 'rtati, '11 ~tructurl'~ c Years of Experience \\'ith L'IZ:>: 12 Yl'ar~ \\'ith ()t1ll'r hr11l~: 2 Yl'ar~ Education BS/Ci\'iJ /':ngiIllTring/I']ond;l Stall' L 'ninT~il\ Registration / Certification I (),)()/Profl'~~I' >!lal 1':l1ginl'cr/ I 'l, >rIda #( HI(,( 12,)( I r' \..,. URS Jesse Richterkessing, PE Structural Engineer Overview Jesse Richterkessing has over 13 years of experience and has focused specifically in the area of structural design of highway related structures. His project experience includes design, analysis and inspection of several post-tensioned concrete segmental bridges, precast girder bridges, steel girder bridges and other various transportation structures. Mr. Richterkessing has been involved in highly specialized tasks, like evaluation of non-destructive testing methods for segmental concrete bridges, and the design of segmental bridges along with the load rating of segmental bridges under the LRFR guidelines in the State of Florida. His knowledge of software programs include BD-2, SAP2000, Leap Bridge Suite, MDX and FLPier for analysis, j\utoCAD and Mlcrostation for detailing and the creation of Excel spreadsheets for repetitive calculations. Mr. Richterkessing related experience includes: Project Specific Experience SR 826/ SR 836 Interchange Design-Build-Finance Project, Miami, (2009-Present). -Senior Structural Reviewer of plans and calculations of several Categories 1 and 2 bridge structures in final design phase. This is a fully directional 4-level interchange with over 40 briidge, composed of prestressed concrete beam, steel plate girder, and segmental bridge structures. SR AlA Over Little Mud, Blind and Big Mud Creek Bridge and FPL Intake and Discharge Bridge Widening, Broward County, FL (DMJM-Harris, 2005) Structural Engineer under the FDOT District 4 District Wide Consultant Plans Review and Design Contract responsible for review of the Initial and Final Engineering (including calculations) submittals of four simple span cast-in-place slab bridges (including two bridge widening and two bridge modifications) and one bridge replacement. Existing bridges were widened approximately 7.5 feet to provide a protected sidewalk at the existing bridges. Bridge over Little Mud was an 87'-8" single span pres tressed girder bridge supported by pile ben ts. US 1 Widening over Canal C-I03 & C-I03N, Miami-Dade County, FL (DMJM-Harris, 2005) Structural Engineer responsible for review of Bridge Development Report and 30% plans for the widening of existing north bound and south bound prestressed sonovoid slab bridges over Canal C-103 & C-103N under the FDOT District 6 District Wide General Consultant Contract. Existing 3-span bridges, C-103 & C- 1 03N, consists of 3-21' spans and 20'-28'-20' spans, respectively. The bridge widenings were from 9'-12' and consisted of a cast-in-place flat slab bridge doweled into existing deck and extension of the existing bridge abutments and pile bents.