Structures Design Office - 1998 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. View Table of Changes from 1997 Metric Standard Drawings.
INDEX NUMBER | TITLE | STATUS
--- | --- | ---
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 |
S-119 | TABLE OF BEAM VARIABLES |
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 |
S-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 |
S-825 | CONTROL DRAWING - GENERAL NOTES |
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 |
S-900 | APPROACH SLABS |
1300 | STANDARD BAR BENDING DETAILS |
2001 | CANTILEVER SIGN STRUCTURE (NOTES, CAMBER, ISOMETRIC VIEW) | REVISED 12/6/99
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) | REVISED 12/6/99
S-2012 | SPAN SIGN STRUCTURE (CONNECTION DETAILS) |
2021 | CANTILEVER SIGNAL STRUCTURE ELEVATION AND NOTES | REVISED 12/6/99
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 |