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4—ie'�i <br />TABLE OF BEAM VARIABLES <br />LOCATION <br />CONCRETE PROPERTIES <br />STND. <br />PLAN VIEW <br />END OF BEAM AND BEARING DIMENSIONS ** <br />BEAM DIMENSIONS * <br />REINFORCING STEEL <br />SPAN <br />BEAM <br />STRENGTHS (psi) <br />PTRN. <br />CASE <br />ANGLE 05A <br />* <br />3D1 <br />302 <br />4K <br />NO. OF SPACES BARS 4K <br />SPACING FOR BARS 4K * <br />N0. <br />N0. <br />CLASS <br />28 Day <br />Release <br />TYPE <br />ENO I <br />END 2 <br />END I <br />END 2 <br />DIM X/ <br />DIM K2 <br />DIM L <br />DIM R <br />0!M T <br />Length <br />B <br />Length <br />B <br />Length <br />N0. <br />5/ <br />VI <br />10 <br />I <br />V/ <br />8500 <br />6800 <br />/ <br />l <br />l <br />90.00° <br />90.00° <br />I' <br />I" <br />49'-10" <br />//e" <br />5' <br />49'-1' <br />1'-8' <br />2'-1/' <br />I'-8" <br />2' -ll" <br />53 <br />48 <br />1'-0" <br />18 <br />/62 <br />VI <br />8500 <br />6800 <br />1 <br />/ <br />I <br />90.00° <br />90.00° <br />!" <br />1" <br />49'-6" <br />3ke' <br />16' <br />48'-9' <br />I'-8' <br />2'-11" <br />I'-8" <br />2'-11" <br />53 <br />48 <br />1'-0' <br />19-26 <br />/62 <br />VI <br />8500 <br />6800 <br />/ <br />I <br />/ <br />90.00° <br />90.00° <br />1" <br />1 <br />49'-10' <br />%6' <br />16' <br />49'-1" <br />I'-8' <br />2' -II" <br />1'-8' <br />2' -ll" <br />53 <br />48 <br />1'-0" <br />27 <br />/62 <br />VI <br />8500 <br />6800 <br />2 <br />I <br />I <br />90.00° <br />90.00° <br />!" <br />2' <br />25'-7" <br />0" <br />16' <br />49'-10" <br />I'-8' <br />2'-11' <br />1'-8" <br />2' -Il" <br />29 <br />23 <br />I'-0" <br />BUILDUP & DEFLECTION DATA <br />AND BUILDUP NOTES: <br />LOCATION <br />REQUIRED THEORETICAL <br />BUILDUP OVER C BEAM <br />NET BEAM <br />CAMBER <br />DEAD LOAD <br />DEFLECTION <br />m <br />—DIM <br />'C" o <br />BEAM CAMBER <br />The buildup roues given In the table are based on theoretical beam cambers. <br />The Contractor stall monitor beam cambers for the purpose of predlclf M <br />the based <br />SPAN <br />N0. <br />BEAM <br />NO. <br />AT BEGIN <br />SPAN <br />DIM 'B' <br />AT 1E <br />SPAN <br />DIM 'C" <br />AT ENO <br />SPAN <br />DIM "D" <br />(PRESTRESS <br />- DEAD LOA/) <br />OF BEAM) <br />o 120 DAYS <br />OUR/NG <br />POUR <br />O 120 DAYS <br />DIM "A' <br />Bottom of 8" Slab m <br />comber values al the time of the deck pour. If predicted cambers <br />on ('laid measurements differ more than +/- Vz" from the theoretical "Net <br />10 <br />I <br />%" <br />0" <br />fie" <br />%s" <br />fie" <br />FS <br />O <br />Beam Comber to 120 Days' shown In the table, modify the buildup dimensions <br />18 <br />162 <br />%" <br />0" <br />y, <br />j§' <br />11/4" <br />_ <br />1 <br />as required. When the measured beam cambers create 0 conflict with the <br />Fs" <br />%" <br />11/4" <br />bottom mat of slob steel, notify the Engineer a minimum o 2l days prior to <br />/9-26 <br />18,2 <br />%e' <br />0" <br />Top of Beam <br />casting. <br />27 <br />1&2 <br />0" <br />0" <br />0' <br />0" <br />0" <br />/ <br />� !Span <br />\ Begin Sean <br />BUILD UP <br />End Spon L' <br />DIAGRAM <br />0,1 <br />F.,m <br />$ I-- DIM 'A" <br />\ <br />\ <br />Span .. <br />(� <br />8 <br />W <br />DEAD LOAD DEFLECTION <br />DIAGRAM <br />NOTE: Work this sheet with the following drawings: <br />Notes <br />Fully Bonded <br />Strand !TypJ <br />Fully <br />Strand <br />index No.310 - Typical Inverted -T Beam Detolls and <br />Index No.320 - Inverted -T Beam - Standard Details <br />DIMENSION NOTES <br />Bonded 11 All longitudinal beam dimensions shown on <br />this 017 Has sheet with a Sing/a asterisk (al <br />(TypJ ore <br />along <br />the centerline of beams top of beam at <br />** End of beam bearing dimensions "1and d "K" <br />=IA <br />11111A <br />ore measured along Me bottom of the beam. <br />3" <br />9 <br />s..0 2" rill <br />3" <br />9 s..R 2" - <br />TYPE® B STRANDS , TYPE © 2 STRANDS <br />STRAND DESCRIPTION: Use OS_ Diameter, Grade 270_, LOW RELAXATION Strands stressed at43.9- k/ps each. Area per strand equals .Q sq. In. per strand. <br />880051 <br />STRAND PATTERNS BRIDGE N0. <br />RE <br />V E S I CONS <br />MRES <br />DAHE <br />ENGINEER OF RECORD, <br />INDIAN RIVER COUNTY PUBLIC WORK9 DEPARTMENT <br />SW IMF. INVERTED -T BEAM - TABLE OF BEAM VARIABLES <br />INDEX N0. 5-321 (MODIFIED) <br />DATE <br />07-30-01 <br />BY <br />SOO <br />DESCRIPTION <br />Semi -Standard Drawing /Seas Date <br />OAS <br />Br <br />l,al <br />DCRarl <br />an1MBY <br />06E0.7 <br />AKB <br />CG <br />8/06 <br />8/06 <br />HARDESTY & HANOVER. LLP <br />Iam 9AWORA93 CORPORATE PKWY <br />SUITE SN <br />eaadeN PL 53313 <br />CexarACrm,adee, P.E 1164221 <br />Cere/Mate or A,tnorlxadon 11171 <br />a�..,-, �_..,,.. r, <br />now /10.Daunry <br />430 <br />FINANCIAL MwrcOt DI <br />,PRxcr x,�` <br />510 OVER I NTRACOASTAL WATERWAY <br />Dail no. <br />SFS.. er <br />CC <br />8/06 <br />CR 5/0 <br />INDIAN RIVER <br />easFRe <br />IDATEI <br />DN.. BF <br />('JN <br />8/06 <br />WABASSO FISHING PIER REPAIRS <br />"71190 e711E0 <br />81-19 <br />AP,er <br />1.1. Naha, P.E. <br />4—ie'�i <br />