Structures Design Office - 1997 Metric Standard Drawings NOTE: The following Drawings are available in Adobe Acrobat .pdf format only, and are provided only for historical and/or informational use. The Structures Design Office (SDO) no longer supports these drawings, and their use is prohibited on current or future projects unless specifically authorized in writing by the Structures Design Office.
Beam Standards | Pile Standards
Bearing Standards | Railing Standards
Detour Bridge Standards | Retaining Wall Standards
Expansion Joint Standards | Sound Barrier Wall Standards
Lighting Standards | Miscellaneous Standards
Note:
An Index Number beginning with a prefix letter "S" is used to designate a Semi-Standard sheet.
An Index Number beginning with a prefix letter "I" is used to designate a sheet providing instructions.
Comments and/or questions concerning these Standards shall be directed (in writing) to : T.J. Bhuvasorakul.
Click on File Link below to view Adobe Acrobat file (pdf). Average file size is 300kb.
INDEX NUMBER | TITLE
--- | ---
I-001 | PREFACE
BEAMS
I-099 | PRESTRESSED BEAM INSTRUCTIONS
100 | TYPICAL NOTES AND DETAILS FOR AASHTO TYPE II, III, AND IV PRESTRESSED BEAMS
101 | TYPICAL NOTES AND DETAILS FOR AASHTO TYPE V, AND VI PRESTRESSED BEAMS
S-102 | AASHTO TYPE II BEAMS
S-103 | AASHTO TYPE III BEAMS
S-104 | AASHTO TYPE IV BEAMS
S-105 | AASHTO TYPE V BEAMS
S-106 | AASHTO TYPE VI BEAMS
110 | TYPICAL NOTES AND DETAILS FOR FLORIDA BULB-T 54, 63, 72 AND 78
S-111 | FLORIDA BULB-T 54 BEAMS
S-112 | FLORIDA BULB-T 63 BEAMS
S-113 | FLORIDA BULB-T 72 BEAMS
S-114 | FLORIDA BULB-T 78 BEAMS
I-120 | FLORIDA DOUBLE-TEE GENERAL INSTRUCTIONS
I-121 | FLORIDA DOUBLE-TEE BRIDGE SECTIONS
I-122 | FLORIDA DOUBLE-TEE TABULATED STRAND PATTERNS
123 | FLORIDA DOUBLE-TEE NOTES AND MISCELLANEOUS DETAILS (3 SHEETS)
124 | FDT18 TYPICAL SECTION
125 | FDT24 TYPICAL SECTION
126 | FDT30 TYPICAL SECTION
127 | FLORIDA DOUBLE-TEE PLAN, JOINT AND DIAPHRAGM
S-128 | FDT18 TABLE OF VARIABLES AND STRAND PATTERNS
S-129 | FDT24 TABLE OF VARIABLES AND STRAND PATTERNS
S-130 | FDT30 TABLE OF VARIABLES AND STRAND PATTERNS
BEARINGS
200 | COMPOSITE NEOPRENE BEARING PADS
DETOUR BRIDGES
300 | TIMBER BENTS FOR ACROW BRIDGE (ONE AND TWO LANE SINGLE SINGLE EXTRA WIDE)
301 | TIMBER BENTS FOR ACROW BRIDGE (TWO LANE DOUBLE SINGLE DOUBLE WIDE)
310 | TIMBER BENTS FOR BAILEY BRIDGE (ONE LANE SINGLE SINGLE) (TYPE M-1 OR M-2)
311 | TIMBER BENTS FOR BAILEY BRIDGE (TWO LANES SINGLE SINGLE) (TYPE M-1 OR M-2)
EXPANSION JOINT
400 | STRIP SEAL EXPANSION JOINT (TYPICAL SECTIONS)
S-401 | STRIP SEAL EXPANSION JOINT (JOINT WITH NO SKEW ANGLE)
S-402 | STRIP SEAL EXPANSION JOINT (JOINT WITH SKEW ANGLE)
403 | STRIP SEAL EXPANSION JOINT (MISCELLANEOUS SECTIONS AND DETAILS)
LIGHTING
500 | LIGHT POLE PILASTER
510 | NAVIGATION LIGHT SYSTEM DETAILS (FIXED BRIDGES)
511 | NAVIGATION LIGHT SYSTEM DETAILS (BASCULE BRIDGES)
512 | MAINTENANCE LIGHTING FOR BOX GIRDERS (2 SHEETS)
PILES
600 | 305, 355, 455, 510, 610 AND 760 PRESTRESSED CONCRETE PILES (3 SHEETS)
610 | PRECAST CONCRETE SHEET PILES TYPE "A"
611 | PRECAST CONCRETE SHEET PILES VARIABLE ANGLE CORNER PILE
612 | PRECAST CONCRETE SHEET PILES RIGHT ANGLE CORNER PILE
S-613 | PRECAST CONCRETE SHEET PILES
RAILINGS
700 | TRAFFIC RAILING BARRIER
710 | TRAFFIC RAILING (SIDEWALK TYPE AND BICYCLE TYPE)
720 | PEDESTRIAN/BICYCLE RAILING
RETAINING WALLS
800 | CANTILEVER RETAINING WALLS, GENERAL NOTES AND DETAILS
801 | CASE I ( 96 kPa MAX. BEARING PRESSURE) 1.8 m TO 6.1 m HEIGHT
802 | CASE I (144 kPa MAX. BEARING PRESSURE) 1.8 m TO 9.1 m HEIGHT
803 | CASE I (192 kPa MAX. BEARING PRESSURE) 1.8 m TO 9.1 m HEIGHT
804 | CASE I (239 kPa MAX. BEARING PRESSURE) 1.8 m TO 9.1 m HEIGHT
805 | CASE I (287 kPa MAX. BEARING PRESSURE) 1.8 m TO 9.1 m HEIGHT
806 | CASE II ( 96 kPa MAX. BEARING PRESSURE) 1.8 m TO 6.1 m HEIGHT
807 | CASE II (144 kPa MAX. BEARING PRESSURE) 1.8 m TO 9.1 m HEIGHT
808 | CASE II (192 kPa MAX. BEARING PRESSURE) 1.8 m TO 9.1 m HEIGHT
809 | CASE II (239 kPa & 287 kPa MAX. BEARING PRESSURE) 1.8 m TO 9.1 m HEIGHT
810 | CASE III ( 96 kPa MAX. BEARING PRESSURE) 1.8 m TO 4.6 m HEIGHT
811 | CASE III (120 kPa MAX. BEARING PRESSURE) 1.8 m TO 6.1 m HEIGHT
812 | CASE III (144 kPa MAX. BEARING PRESSURE) 1.8 m TO 7.6 m HEIGHT
813 | CASE III (168 kPa MAX. BEARING PRESSURE) 1.8 m TO 9.1 m HEIGHT
814 | CASE III (192 kPa MAX. BEARING PRESSURE) 1.8 m TO 9.1 m HEIGHT
815 | CASE III (215 kPa MAX. BEARING PRESSURE) 1.8 m TO 9.1 m HEIGHT
816 | CASE III (239 kPa MAX. BEARING PRESSURE) 1.8 m TO 9.1 m HEIGHT
817 | CASE III (263 kPa MAX. BEARING PRESSURE) 1.8 m TO 9.1 m HEIGHT
818 | CASE III (287 kPa MAX. BEARING PRESSURE) 1.8 m TO 9.1 m HEIGHT
819 | CASE IV (144 kPa MAX. BEARING PRESSURE) 1.8 m TO 4.6 m HEIGHT
820 | CASE IV (192 kPa MAX. BEARING PRESSURE) 1.8 m TO 5.8 m HEIGHT
821 | CASE IV (239 kPa MAX. BEARING PRESSURE) 1.8 m TO 7.0 m HEIGHT
822 | CASE IV (287 kPa MAX. BEARING PRESSURE) 1.8 m TO 7.9 m HEIGHT
SOUND BARRIER WALLS
I-830 | INSTRUCTIONAL NOTES PRECAST SOUND BARRIER WALLS
831 | GENERAL NOTES PRECAST SOUND BARRIER WALLS
832 | TYPICAL PANELS AND POSTS PRECAST SOUND BARRIER WALLS (2 SHEETS)
833 | SPECIAL PANELS AND POSTS PRECAST SOUND BARRIER WALLS
834 | FIRE HOSE ACCESS HOLE AND DRAINAGE DETAILS PRECAST SOUND BARRIER WALLS
S-835 | PANEL AND POST CONCRETE SUMMARY PRECAST SOUND BARRIER WALLS
S-836 | PILE/POST REINFORCING STEEL PRECAST SOUND BARRIER WALLS
837 | GRAPHICS AND TEXTURE DETAILS PRECAST SOUND BARRIER WALLS
MISCELLANEOUS
900 | APPROACH SLABS
1300 | STANDARD BAR BENDING DETAILS
2001 | CANTILEVER SIGN STRUCTURE (NOTES, CAMBER, ISOMETRIC VIEW)
2002 | CANTILEVER SIGN STRUCTURE (CONNECTION DETAILS)
2003 | CANTILEVER SIGN STRUCTURE (TRUSS ELEVATION)
S-2004 | TABLES OF SIGN STRUCTURE VARIABLES
2011 | SPAN SIGN STRUCTURE (NOTES,CAMBER, ISOMETRIC VIEW)
2012 | SPAN SIGN STRUCTURE (CONNECTION DETAILS)
2013 | SPAN SIGN STRUCTURE (TRUSS ELEVATION)
S-2014 | TABLES OF SIGN STRUCTURE VARIABLES
2021 | CANTILEVER SIGNAL STRUCTURE ELEVATION AND NOTES
2022 | CANTILEVER SIGNAL STRUCTURE FOUNDATION AND BASE PLATE DETAILS
2023 | CANTILEVER SIGNAL STRUCTURE SINGLE ARM CONNECTION DETAILS
2024 | CANTILEVER SIGNAL STRUCTURE DOUBLE ARM CONNECTION DETAILS
2025 | LUMINAIRE ARM AND CONNECTION DETAILS
S-2026 | TABLE OF SIGNAL STRUCTURE VARIABLES