BRIDGE SEARCH DATA FORMREV. 9, 10-02-08

TABLE 1
RCSCONReinforced-Concrete Slab, Constant Depth
RCSVARReinforced-Concrete Slab, Variable Depth
POSTSLABPost-Tensioned Concrete Slab
PBOXADPrestressed Box Beam, Adjacent
PBOXSPPrestressed Box Beam, Spread
PIBEAMPrestressed I Beam
POSTIBMPost-Tensioned I Beam
PREBULBPrestressed-Concrete Bulb Tee
PTBULBPost-Tensioned Bulb Tee
STBEAMSteel Beam
SGSteel Girder
SGVARSteel Girder, Variable Depth
STGSteel Thru Girder
SDTSteel Deck Truss
STTSteel Thru Truss
COBOXCULPrecast Box Culvert
CIPBXCULCast-in-Place Box Culvert
PTSCPrecast 3-Sided Box Culvert
STBOXCULSteel Box Culvert
PIPEPipe
OTHOther (Explain in Remarks below)

(1) ROUTE: DES NO.

(2) DATE TRACINGS TURNED IN:

(3) DESIGNER OR CONSULTANT:

(4) REVIEWER: DATE:

(5) STRUCTURE NO.:

(6) STRUCTURE TYPE: (Table 1)

(7) COMPOSITE NONCOMPOSITE

(8) CONTINUOUS SIMPLE

(9) OUT-TO-OUT BRIDGE-FLOOR LENGTH:

(10) SKEW: deg.

(11) LEFT RIGHT

(12) CLEAR-ROADWAY WIDTH:

(13) SIDEWALK WIDTH:

(14) NO. OF SPANS:

(15) ENGLISH METRIC

(16) HORIZONTAL-CURVE RADIUS:

(17) NUMBER OF BEAM LINES:

(18) BEAM SPACING

SPAN LENGTHS: (19) , (20) , (21) , (22) , (23)

(24) JOINT TYPE (Table 2)

(25) CONCRETE I-BEAM TYPE: CONCRETE BOX-BEAM TYPE: BULB-TEE BEAM TYPE:

Example: CB-21Flange Width x Beam Depth

(26) TOTAL LENGTH OF ALL BEAMS OR CULVERT:

TABLE 2
CCCompression Seal
FJFinger Joint
MJModular Joint
OJOpen Joint
PMAPolymer-Modified Asphalt
SJSilicone Joint
SCStrip & Compression Seal
SSStrip Seal
TERTerminal Joint
DIVSeveral Different Types
UNKUnknown
NANot Applicable

(27) TOTAL WEIGHT OF STRUCTURAL STEEL:

(28) CONCRETE VOLUME IN SLAB-BRIDGE DECK:

(29) SUPERELEVATION: Full Transition Normal Crown

(30) INTEGRAL END BENTS: Yes No n/a

(31) VERTICAL CURVE: Sag Crest None

(32) END-SUPPORTS TYPE: (Table 3)

(33) INTEGRAL INTERIOR SUPPORTS: Yes No n/a

(34) INTERIOR-SUPPORTS TYPE: (Table 4)

(35) SUPPORTS ON PILES: Single Row More Than One

(36) FOOTING SUPPORT: DR Drilled Shaft IN Individual SR Spread

(37) RAILROAD: Road Over Road Under n/a

TABLE 3
ABAbutment
MSEPMSE w/Pile End Bent
MSESMSE w/Spread Ftg
PLPile Bent
SPSpecial
NANot Applicable

(38) PROJECT TYPE: (Table 5)

(39) BEARING TYPE: (Table 6)

(40) SEISMIC DESIGN: Yes Gibson Co. Posey Co. Vanderburgh Co. No

(41) DESIGN SPEED:

(42) RAILING TYPE: (Table 7)

(43) TRAFFIC MAINTENANCE: D Detour P Phased Construction R Runaround

TABLE 4
HHHammerhead
PIPile Bent
RORound-Column Bent
RTRectangle-Column Bent
WLWall
OTOther

(44) LETTING DATE:

TABLE 5
DRDeck Reconstruction
NBNew Bridge
OLOverlay
RReplacement
RPRepair

(45) ENGINEER’S ESTIMATE: $

(46) CONTRACT NO:

(47) DESIGN LIVE LOAD: HS 20 HS 25 HL 93

(48) LRFD: Yes No

TABLE 6
ELAElastomeic
ISSeismic Isolation
POTPot Bearing
SRBSteel Rockers/Bolsters
UNKUnknown
NANot Applicable
TABLE 7
CBConcrete-Barrier
PTPedest or Truck
TBThrie-Beam
OROregon Railing
SMSide-Mounted
TRType TX (T411)
OTOther

(49) EMPIRICAL DECK DESIGN: Yes No

(50) REMARKS: