Design Standards 2008 Interim
Interim Standard Index Sheets are to be included in FDOT construction plans, maintenance contracts and permits which are used to update the Standard Index Book to which they are referenced. The default print size is 11x17 on the Page Set-up option. Other Indexes may be revised by Design Standards Modifications. For all Design Standards having an associated Instructions for Design Standards (IDS), use the appropriate version corresponding to the effective project letting dates. | |||
| Index# | Sheet# | Filename | Description |
|---|---|---|---|
| All Sheets | All Sheets | 20080101-All-Int | All 2008 Interims on one PDF file - Dated 01/01/08: **** File size is 24 MB **** |
| All Sheets | All Sheets | 20080714-All-Int | All 2008 Interims on one PDF file - Dated 07/14/08: **** File size is 34 MB **** |
| All Sheets | All Sheets | 20090101-All-Int | All 2008 Interims on one PDF file - Dated 01/01/09: **** File size is 21 MB **** |
| All Sheets | All Sheets | 20090709-All-Int | All 2008 Interims on one PDF file - Dated 07/09/09: **** File size is 18 MB **** |
| All Sheets | All Sheets | July2008.pdf | Effective July 1, 2008 - Design Standards English Modifications List |
| All Sheets | All Sheets | Jan2009.pdf | Effective January 1, 2009 - Design Standards English Modifications List |
| All Sheets | All Sheets | July2009.pdf | Effective July 1, 2009 - Design Standards English Modifications List |
| All Sheets | All Sheets | Jan2010.pdf | Effective January 1, 2010 - Design Standards English Modifications List |
| Index# | Sheet# | Filename | Description |
211 | 1-5 of 5 | CURB INLET TOPS TYPES 5 & 6 - Dated 01/01/08: Reinforcing configuration and C.I.P. details revised; precast and WWR details added. | |
220 | 1 of 3 | GUTTER INLET TYPE S – Dated 07/01/09: Clarified recess depth at top of inlet for steel grate. | |
221 | 1of 2 | GUTTER INLET TYPE V – Dated 07/01/09: Clarified recess depth at top of inlet for steel grate. | |
230 | 1of 2 | DITCH BOTTOM INLET TYPE A – Dated 07/01/08: Changed 4Z15.9 shape to built up section (3.5x3x1/2 L + 1/2x3 Bar) for grating. | |
287 | 1-4 of 4 | CONCRETE PAVEMENT SUBDRAINAGE – Dated 01/01/08: Sheet 3 is new. Renumbered other sheets. | |
288 | 1 of 1 | DEEP WELL INJECTION BOX – Dated 01/01/09: New Design Standard. | |
291 | 1 & 5 of 5 | SUPPLEMENTAL DETAILS FOR PRECAST CONCRETE BOX CULVERTS - Dated 01/01/09: Changed Class I Concrete to Class NS Concrete (Sheets 1 & 5) Changed Bond Beams to Link Slab and Note 1 to eliminate link slabs for differential settlements less than 1/2" (Sheet 5). | |
291 | 3 of 5 | SUPPLEMENTAL DETAILS FOR PRECAST CONCRETE BOX CULVERTS, Dated 07/01/09: Added "or Joint Sealant" to the 1/2" horizontal joint detail in SECTION B-B. | |
304 | 6 of 6 | PUBLIC SIDEWALK CURB RAMPS – Dated 4/30/08: Added alternate location of detectable warnings on linear ramps. Revised notes to clarify orientation of domes. This interim will be listed in the Design Standards Modifications effective January 2009 and therefore will not be a part of the contract documents until the January 2009 letting. See Construction Memorandum 16-08 for implementation on construction projects let prior to January 2009. | |
305 | 1 and 4 of 4 | CONCRETE PAVEMENT JOINTS – Dated 01/01/08: Deleted bar spacing table and revised notes (Sheet 1); Changed width of outside lanes (Sheet 4). | |
400 | 15 of 24 | GUARDRAIL – Dated 01/01/08: Changed reflector details. | |
400 | 24 of 24 | GUARDRAIL – Dated 01/01/09: Added details for guardrail on slopes. | |
400 | 25 of 25 | GUARDRAIL – Dated 01/01/09: New sheet added showing limits of pay for guardrail, details of shoulder treatment and miscellaneous asphalt for guardrail approach end treatments. | |
402 | 24 of 24 | GUARDRAIL TRANSITIONS AND CONNECTIONS FOR EXISTING BRIDGES – Dated 07/01/09: Added note for bridge name plate as note 2. | |
410 | 1 of 22 | CONCRETE BARRIER WALL – Dated 01/01/08: Changed reflector details. | |
414 | 1 and 5 of 15 | TYPE K TEMPORARY CONCRETE BARRIER SYSTEM - Dated 01/01/08: Updated Specification reference Section 971 to 975; Added steel option to ALTERNATE DESIGN note. Add PTFE tape option to anchor bolts (Sheet 5). | |
423 | 1-3 of 3 | TRAFFIC RAILING - (32" VERTICAL SHAPE) - Dated 01/01/08: Changed Bicycle railing and Post "B" designation (Sheets 1 & 2); Changed 83 degrees to 93 degrees in Cross-slope table (Sheet 3). | |
470 | 1-3 of 3 | TRAFFIC RAILING - (THRIE-BEAM RETROFIT) GENERAL NOTES & DETAILS - Dated 01/01/08: Field testing proof loads added to notes (Sheet 1); Changed offset of 7/8" diameter anchor bolts to 2 3/4" from back edge of base plate.<view Design Instructions> | |
501 | 3-9 of 9 | GEOSYNTHETIC REINFORCED SOILS" - Dated 07/01/08: Changed the REQUIRED TEST METHOD for Burst Strength, Soil-Geosynthetic Friction, Creep Reduction Factor & Joint Overlap to ASTM D 6706; Updated values for COMTRAC 70.70, TENAX MS 220 & TENAX MS 330. | |
501 | 4-9 of 9 | GEOSYNTHETIC REINFORCED SOILS - Dated 01/01/09: Deleted AMOCO 2006, 2016 & 2044. Added GEOTEX 315ST, 2x2HF, 4x4, 3x3HF, 4x4HF & 4x6 woven geogrids (Sheet 4), Fornit 20 (Sheet 8), Combigrid 30/30, Secugrid 20/20 & 30/30 extruded geogrids (Sheet 9). Revise other selected values (Sheet 5, 6 & 8). | |
501 | 5-7 of 9 | GEOSYNTHETIC REINFORCED SOILS - Dated 07/01/09: Corrected "MARAFI" to "MIRAFI" (Sheet 5); Added Application Usage 2 for SYNTEEN SF 11 & SF 12 (Sheet 6); Added FORNIT 30 (Sheet 7). | |
505 | 1-4 of 4 | EMBANKMENT UTILIZATION – Dated 01/01/08: Sheet 3 is new. Renumbered other sheets. | |
518 | 3 of 3 | RUMBLE STRIPS – Dated 01/01/08: Revised width of rigid pavement outside travel lane and changed location of rumble strip. | |
546 | 1&6 of 6 | SIGHT DISTANCE AT INTERSECTIONS – Dated 01/01/09: Sheet 1, added median treatment detail. Sheet 6, added note for wide median sight distances. | |
600 | 6 of 12 | GENERAL INFORMATION FOR TRAFFIC CONTROL THROUGH WORK ZONES – Dated 07/01/09: Multiple revisions to notes, details and table. | |
600 | 13 of 13 | GENERAL INFORMATION FOR TRAFFIC CONTROL THROUGH WORK ZONES – Dated 01/01/08: New sheet showing Project Information Sign. | |
625U | 1 of 1 | Utility Work - 5 Minute or Less Temporary Road Closure - Dated 3/25/08: New Index FOR UTILITY USE ONLY - Not included in the Design Standard Modifications. | |
655 | 1-3 of 3 | TRAFFIC PACING – Dated 07/01/05: New Design Standard. | |
802 | 1-3 of 3 | FENCE TYPE B – Dated 01/01/08: Added tolerance to ground clearance; revised Notes 7a and 7b; rearranged sheets. | |
820 | 1 of 1 | PEDESTRIAN/BICYCLE RAILING - Dated 01/01/08: Changed designation of 54" tall railing to "Special Height Bicycle Railing". | |
820 | 1 of 1 | PEDESTRIAN/BICYCLE RAILING, Dated 07/01/09: Changed post offset dimensions to joints. | |
821 | 1 of 1 | ALUMINUM PEDESTRIAN/BICYCLE BULLET RAILING FOR TRAFFIC RAILING (32" F SHAPE) - Dated 01/01/08: Changed designation of 4'-6" tall railing to "Special Height Bicycle Railing" and added 3'-6" tall pedestrian/bicycle railing. | |
821 | 1 of 1 | ALUMINUM PEDESTRIAN/BICYCLE BULLET RAILING FOR TRAFFIC RAILING (32" F SHAPE), Dated 07/01/09: Changed post offset dimensions to joints. | |
822 | 1 of 2 | ALUMINUM PEDESTRIAN/BICYCLE BULLET RAILING DETAILS - Dated 01/01/08: Changed designation of 54" tall railing to "Special Height Bicycle Railing" and added "Post B2" details. | |
850 | 1-5 of 5 | STEEL PEDESTRIAN/BICYCLE PICKET RAILING - Dated 01/01/08: Changed designation of 54" tall railing to "Special Height Bicycle Railing". | |
851 | 1-2 of 2 | BRIDGE PEDESTRIAN/BICYCLE PICKET RAILING (STEEL) - Dated 01/01/08: Changed designation of 54" tall railing to "Special Height Bicycle Railing". | |
860 | 1-5 of 5 | ALUMINUM PEDESTRIAN/BICYCLE PICKET RAILING - Dated 01/01/08: Changed designation of 54" tall railing to "Special Height Bicycle Railing" and added "Type B" connection detail for top of picket (Sheet 4). | |
860 | 4 of 5 | ALUMINUM PEDESTRIAN/BICYCLE PICKET RAILING – Dated 07/01/09: Changed weld sizes of pickets, handrail, bottom rail and base plate. | |
861 | 1-2 of 2 | BRIDGE PEDESTRIAN/BICYCLE PICKET RAILING (ALUMINUM) - Dated 01/01/08: Changed designation of 54" tall railing to "Special Height Bicycle Railing". | |
870 | 1-5 of 5 | ALUMINUM PIPE GUIDERAIL - Dated 01/01/08: Deleted 54" tall railing option. | |
870 | 5 of 5 | ALUMINUM PIPE GUIDERAIL - 07/01/08: Added DETAIL "F" (OPTIONAL SHIMMING DETAIL FOR CROSS SLOPE CORRECTION). | |
880 | 1-5 of 5 | STEEL PIPE GUIDERAIL - Dated 01/01/08: Deleted 54" tall railing option. | |
880 | 5 of 5 | STEEL PIPE GUIDERAIL - 07/01/08: Added DETAIL "F" (OPTIONAL SHIMMING DETAIL FOR CROSS SLOPE CORRECTION | |
5100 | 2 of 2 | RETAINING WALL – CAST IN PLACE – Dated 07/01/08: Changed to plastic sleeve expansion joint.<view Design Instructions> <view Data Table> | |
5100 | 2 of 2 | RETAINING WALL - CAST IN PLACE - Dated 01/01/09: Changed wall joint and expansion joint key.<view Design Instructions> <view Data Table> | |
5200 | 1 of 1 | PRECAST SOUND BARRIERS - GENERAL NOTES - Dated 01/01/08:, Added note K.11; Changed notes H.1, H.2 and O.2; Deleted note H.3.<view Design Instructions> <view Data Table> | |
5200 | 1 of 1 | PRECAST SOUND BARRIERS - GENERAL NOTES - Dated 07/01/08: Post caps added to note C.1.b; Changed note K.2 to allow 8 ft height panels.<view Design Instructions> <view Data Table> | |
5200 | 1 of 1 | PRECAST SOUND BARRIERS - GENERAL NOTES - Dated 07/01/09: Second sentence in Note K.4 is deleted.<view Design Instructions> <view Data Table> | |
5201 | 1 of 1 | PRECAST SOUND BARRIERS - TEXTURE OPTIONS - Dated 07/01/08: Texture Type "I" (Cut Coral Block) added. | |
5202 | 1 of 4 | PRECAST SOUND BARRIERS - FLUSH PANEL OPTION - Dated 07-01-08: Added precast post cap; Changed clearance tolerance on stepped panel and Neoprene Pad options. | |
5202 | 3 of 4 | PRECAST SOUND BARRIERS - FLUSH PANEL OPTION - Dated 01/01/09: Added Bars P5 & P6 to reinforcing steel detail. | |
5203 | 1-5 of 5 | PRECAST SOUND BARRIERS - RECESSED PANEL OPTION - Dated 07/01/08: Sheet 1 - Added precast post cap; Changed clearance tolerance on stepped panel and Neoprene Pad options; Sheet 3 - Added bar marks to reinforcing steel; Sheet 4 - Added new sheet for 45^ corner post details | |
5203 | 3 of 5 | PRECAST SOUND BARRIERS - RECESSED PANEL OPTION - Dated 01/01/09: Corrected call out for Bars P5 & P6 in Corner Post Options A,B & E. | |
5205 | 2 & 7 of 7 | PRECAST SOUND BARRIERS - PILE AND POST REINFORCING STEEL - Dated 07/01/08: Added tolerance between Top of Precast Collar and Auger Cast Pile; Changed "Composite Bearing Pads" to "Fiber Reinforced Bearing Pads". | |
5205 | 1, 2 & 3 of 7 | PRECAST SOUND BARRIERS - PILE AND POST REINFORCING STEEL - Dated 07/01/09: Sheets redrawn and Sections renamed; Changed side cover in auger cast pile to 4" for Option A (Sheets 1 & 2). Corrected Bar C2 length in Option B (Sheet 3). | |
5206 | 1 of 1 | PRECAST SOUND BARRIERS - PILE DEPTH AND REINFORCING SUMMARY - Dated 07/01/08: Added "POST LENGTH WITH CAP" column, BARS D, P5 thru P8 to table and bar bending details for corner posts. | |
5206 | 1 of 1 | PRECAST SOUND BARRIERS - PILE DEPTH AND REINFORCING SUMMARY - Dated 07/01/09: Changed radius of Bar P3 to 1'-2" in the BAR BENDING DETAILS. | |
5207 | 1 of 1 | PRECAST SOUND BARRIERS - PRECAST POST CAP - Dated 07/01/08: New Index. See updates to Data Table.<view Design Instructions> <view Data Table> | |
5210 | 2 of 5 | TRAFFIC RAILING/SOUND BARRIER (8'-0") - Dated 01/01/09: Changed NAME, DATE AND BRIDGE NUMBER note, and "Ribbed" to "Slotted" in NEOPRENE DIAPHRAGM PLUG DETAIL. Added REFLECTIVE RAILING MARKERS note and REFLECTIVE RAILING MARKER SPACING table. | |
5212 | 2 of 2 | TRAFFIC RAILING/SOUND BARRIER (8'-0") - JUNCTION SLAB - Dated 01/01/09: Added note for "Full Depth Structural Asphalt" above junction slab and changed coping dimension to 6" Min. | |
5250 | 1-14 of 14 | 5250.pdf | This interim deleted effective 12/1/08. |
5300 | 3, 6, 7, 12, and 15 of 19 | PERMANENT RETAINING WALL SYSTEMS - Dated 01/01/08: Added note for "Full Depth Structural Asphalt" above junction slab (Sheets 6 & 7) and increased max. gap at back of precast coping (Sheets 3, 6, 7, 12 & 15).<view Data Table> | |
5300 | 7 & 13 of 19 | PERMANENT RETAINING WALL SYSTEMS – Dated 07/01/09: Changed 1" Continuous Neoprene Strip, to 1" Preformed Joint Filler. <view Data Table> | |
11200 | 1-3 of 3 | MULTI-COLUMN GROUND SIGN – Dated 01/01/08: Deleted high strength bolt table; revised notes (Sheet 1); Foundation notes and details revised (Sheets 2 & 3). | |
11200 | 1-2 of 2 | MULTI-COLUMN GROUND SIGN – Dated 07/01/08: Revised and rearranged notes (Sheet 1); Deleted old sheet 2 of 3. | |
11200 | 1-2 of 2 | MULTI-COLUMN GROUND SIGN – Dated 07/01/09: Galvanized note changed: brass shim note added (Sheet 1); configuration revised and S3X5.7 post added (Sheet 2) | |
11300 | 1 of 1 | OVERHEAD SIGN STRUCTURES – Dated 01/01/08: Hanger table values revised; connection bolt size revised; sign depth for horizontal splice changed to 10’. | |
11300 | 1 of 1 | OVERHEAD SIGN STRUCTURES – Dated 07/1/08: U-Bolt material spec (A325) added to Typical Detail of Sign & Truss Connection | |
11300 | 1 of 1 | OVERHEAD SIGN STRUCTURES – Dated 07/01/09: Modified U-Bolt material spec. | |
11310 | 1 of 5 | CANTILEVER SIGN STRUCTURE - Dated 01/01/08: Deleted A307 bolts (Note 4). Changed foundation concrete( Note 7). Changed to 1/2 inch mesh (Note 9).<view Data Table> | |
11310 | 1-2 of 5 | CANTILEVER SIGN STRUCTURE - Dated 07/01/08: Note 4e deleted Palnut (Sheet 1). Changed foundation standoff distance and changed drilled shaft detail (Sheet 2).<view Data Table> | |
11310 | 1, 2 & 5 of 5 | CANTILEVER SIGN STRUCTURE - Dated 01/01/09: Deleted grout pad and added wire screen (Sheets 1 & 2). Added CSL tubes note (Sheet 1). Added CSL tubes (Sheet 2). Changed FC & FL reinforcing (Sheet 2). Changed bolt spacing connection details (Sheet 5)..<view Data Table> | |
11320 | 1 of 5 | SPAN SIGN STRUCTURE - Dated 01/01/08: Deleted A307 bolts (Note 4). Changed foundation concrete (Note 7). Changed to 1/2 inch mesh (Note 9).<view Data Table> | |
11320 | 1, 2 & 5 of 5 | SPAN SIGN STRUCTURE - Dated 07/01/08: Note 4e deleted Palnut (Sheet 1). Changed foundation standoff distance (Sheet 2). Changed drilled shaft detail (Sheet 5).<view Data Table> | |
11320 | 1, 2, 4, & 5 of 5 | SPAN SIGN STRUCTURE - Dated 01/01/09: Deleted grout pad and added wire screen (Sheets 1 & 2). Added CSL tubes note (Sheet 1). Changed bolt spacing connection details (Sheet 4). Added CSL tubes (Sheet 5). <view Data Table> | |
11860 | 1-5 of 8 | SINGLE COLUMN GROUND SIGNS - Dated 01/01/08: Changed example and notes (Sheets 1-2). Revised Post and Foundation table, added soil plate & changed foundation depth (Sheet 3). Changed numbers of Z-bracket wind beams & edge distance (Sheet 4). Deleted single bevel base plate detail (Sheet 5). | |
11860 | 3-4 of 8 | SINGLE COLUMN GROUND SIGNS - Dated 07/01/08: Changed soil plate detail (Sheet 3). Modified U-bolt size and sign panel edge distance (Sheet 4). | |
11860 | 1, 4 & 5 of 8 | SINGLE COLUMN GROUND SIGNS – Dated 01/01/09: Modified concrete classification (Sheet 1). Changed panel overhang length (Sheet 4). Modified "DRIVEN POST DETAIL IN CONCRETE" (Sheet 5). | |
11860 | 1, 2, & 3 of 8 | SINGLE COLUMN GROUND SIGNS – Dated 07/01/09: Modified "ALUMINUM COLUMN (POST) SELECTION TABLE" in Example (Sheet 1). Changed maximum limits of sign cluster area and width in NOTE (Sheet 2). Modified "ALUMINUM COLUMN (POST) SELECTION TABLES" (Sheet 3). | |
13417 | 1 of 1 | MOUNTING EXIT NUMBERING PANELS TO HIGHWAY SIGNS – Dated 01/01/09: Changed size of hanger bolts. | |
13417 | 1 of 1 | MOUNTING EXIT NUMBERING PANELS TO HIGHWAY SIGNS – Dated 07/01/09: Gauge and dimension lines removed from Section AA. | |
17302 | 1 of 1 | TYPICAL SECTIONS FOR PLACEMENT OF SINGLE & MULTI-COLUMN SIGNS – Dated 01/01/09: Case II and Case VIII dimensions and notes revised. | |
17328 | 1-2 of 2 | TYPICAL SIGNING FOR TRUCK WEIGH AND INSPECTION STATIONS – Dated 07/01/08: Weigh Station and combination Weigh Station and Inspection Station signing details separated. | |
17344 | 1-6 of 6 | SCHOOL SIGNS AND MARKINGS – Dated 01/01/09: Revised signs; added notes and revised spacing of signs. | |
17344 | 2-3 of 6 | SCHOOL SIGNS AND MARKINGS – Dated 07/01/09: Cross walk markings revised. | |
17346 | 11 of 14 | SPECIAL MARKING AREAS (PARKING) – Dated 01/01/08: Added detail to clarify curb ramp striping. | |
17346 | 15-16 of 16 | SPECIAL MARKING AREAS – Dated 07/01/08: New sheets added detailing Audible and Vibratory Markings. | |
17346 | 1-14 of 14 | SPECIAL MARKING AREAS – Dated 01/01/09: Index completely revised; added audible and vibratory markings; bicycle markings removed to new index. | |
17346 | 7 & 10 of 14 | SPECIAL MARKING AREAS – Dated 07/01/09: Sign text changed in Scheme 3, R1-5bL with MUTCD changes. | |
17347 | 1-4 of 4 | BICYCLE MARKINGS – Dated 01/01/09: New Design Standard. | |
17349 | 1 of 1 | TRAFFIC CONTROLS FOR STREET TERMINATIONS – Dated 01/01/08: Case I and Case II revised; 18”x18” marker detail revised; notes at bottom right revised. | |
17354 | 1 of 1 | TOURIST ORIENTED DIRECTIONAL SIGNS – Dated 07/01/09: New Design Standard. | |
17355 | 9 of 11 | SPECIAL SIGN DETAILS – Dated 01/01/09: Added signs FTP-82-08 and FTP-83-08. | |
17356 | 1 of 1 | SPAN WIRE MOUNTED SIGN DETAIL – Dated 01/01/08: Removed signal head from detail. Single point attachment details deleted from Index. | |
17359 | 1-2 of 2 | RURAL NARROW BRIDGE TREATMENT – Dated 01/01/08: Changed delineators to object markers; revised reference notes; sign W13-1 made optional (Sheet 1); Notes revised; inserts reorganized (Sheet 2). | |
17500 | 1-3 of 3 | CONVENTIONAL LIGHTING – Dated 01/01/09: Deleted concrete pole detail; added notes (Sheet 1). Revised Note 7 (Sheet 2 & 3). | |
17502 | 3-5 of 7 | HIGHMAST LIGHTING - Dated 01/01/08: Changed notes(Sheet 3). Added ID plate and changed base plate thickness (Sheet 4). Changed foundation reinforcement, changed weld symbol and added padlock tab (Sheet 5). | |
17502 | 3 & 5 of 7 | HIGHMAST LIGHTING - Dated 07/01/08: Changed Notes 11 & 12 (Sheet 3). Added Section E-E detail and bottom baseplate washer (Sheet 5). | |
17502 | 3-7 of 7 | HIGHMAST LIGHTING - Dated 01/01/09: Deleted grout pad and added wire screen (Sheets 3-5). Added CSL tubes note (Sheet 3). Changed drilled shaft reinforcing (Sheet 4). Added CSL tubes (Sheet 5). Changed class of concrete (Sheet 7). | |
17504 | 1 of 1 | SERVICE POINT DETAILS – Dated 01/01/09: Added dimension to meter base; changed pole type. | |
17505 | 1 of 2 | EXTERNAL LIGHTING FOR SIGNS – Dated 01/01/08: Mercury Vapor replaced by induction in Note 4. | |
17505 | 1 of 2 | EXTERNAL LIGHTING FOR SIGNS – Dated 01/01/09: Changed type of luminaires; changed luminaire spacing. | |
17515 | 3 of 3 | STANDARD ROADWAY ALUMINUM LIGHTING - Dated 01/01/08: Allowed fusion weld reinforcing cage and changed foundation concrete classification (Sheet 3). | |
17515 | 1 of 3 | STANDARD ROADWAY ALUMINUM LIGHTING - Dated 07/01/08: Modified QPL criteria). | |
17515 | 1&3 of 3 | STANDARD ROADWAY ALUMINUM LIGHTING - Dated 01/01/09: Modified concrete classification (Sheets 1 & 3). | |
17600 | 2 of 3 | MOTORIST AID CALL BOX – Dated 07/01/08: Added detail for pole foundation to be used only behind guardrail). | |
17600 | 3 of 3 | MOTORIST AID CALL BOX – Dated 01/01/09: Changed class of concrete and method of payment. | |
17723 | 1-3 of 3 | STEEL STRAIN POLE - Dated 01/01/08: Changed notes (Sheet 1). Changed strain pole variables table and foundation reinforcing detail (Sheet 2). Changed clamp pipe details (Sheet 3). | |
17723 | 2-3 of 3 | STEEL STRAIN POLE - Dated 07/01/08: Changed foundation standoff distance and added bottom baseplate washer (Sheet2). Added cable clamp thickness and changed weld criteria (Sheet 3). | |
17723 | 1-3 of 3 | STEEL STRAIN POLE - Dated 01/01/09: Deleted grout pad and added wire screen (Sheets 1-2). Added CSL tubes note (Sheet 1). Changed drilled shaft reinforcing (Sheet 2). Added CSL tubes (Sheet 2). Changed clevis size (Sheet 3). | |
17725 | 1-2 of 2 | CONCRETE POLES – Dated 01/01/08: Round pole note revised; pole height dimension added to Types P-III through P-VIII (Sheet 1); D (feet) changed to H (feet) in both tables (Sheet 2). | |
17725 | 1-2 of 2 | CONCRETE POLES – Dated 07/01/08: Notes and pole detail titles revised (Sheet 1), Notes revised and rearranged (Sheet 2). | |
17725 | 1-2 of 2 | CONCRETE POLES – Dated 01/01/09: Changed ground wire note (Sheet 1). Revised notes and pole taper rate (Sheet 2). | |
17727 | 1-2 of 2 | SIGNAL CABLE & SPAN WIRE INSTALLATION DETAILS – Dated 07/01/08: Schedule 40 aluminum pipe (T6061) added as alternate to stainless steel pipe on assembly details and signal head notes. | |
17727 | 1-2 of 2 | SIGNAL CABLE & SPAN WIRE INSTALLATION DETAILS – Dated 01/01/09: Added back plates to signals. | |
17727 | 1-2 of 2 | SIGNAL CABLE & SPAN WIRE INSTALLATION DETAILS – Dated 01/01/09: Added back plates to signals. | |
17727 | 1 of 1 | SIGNAL CABLE & SPAN WIRE INSTALLATION DETAILS – Dated 07/01/09: Vertical clearance note revised. | |
17736 | 1 of 1 | ELECTRIC POWER SERVICE- Dated 07/01/09: Added notes 5 and 6 | |
17743 | 1-3 of 3 | STANDARD MAST ARM ASSEMBLIES - Dated 01/01/08: Changed table headings and changed table values.<view Data Table> | |
17743 | 2-3 of 3 | STANDARD MAST ARM D-E-F ASSEMBLIES - Dated 07/01/08: Updated assembly dimensions (Sheets 2-3).<view Data Table> | |
17743 | 1-3 of 3 | STANDARD MAST ARM ASSEMBLIES - Dated 01/01/09: Changed drilled shaft reinforcing (Sheets 1-3). Changed T3-BF (Sheet 2). <view Data Table> | |
17745 | 1 and 2 of 5 | MAST ARM ASSEMBLIES – Dated 01/01/08: QPL added to Standard Design; Notes 14 & 19 revised: Note 17 is new (Sheet 1); revised foundation reinforcing details (Sheet 2).<view Data Table> | |
17745 | 1 and 2 of 5 | MAST ARM ASSEMBLIES – Dated 07/01/08: Revised Note 17 (Sheet 1), Section AA, Section DD and Foundation Plan details revised (Sheet 2).<view Data Table> | |
17745 | 1-2 of 5 | MAST ARM ASSEMBLIES – Dated 01/01/09: Added back plates to signals (Sheet 1). Removed grout pad; added CSL tubes to foundation; added screen detail (Sheet 2)..<view Data Table> | |
17748 | 1 of 1 | FREE-SWINGING, INTERNALLY ILLUMINATED STREET SIGN ASSEMBLIES – Dated 01/01/08: Option 1 deleted and Options 2 and 3 renumbered; Note 1 revised. | |
17784 | 1 of 2 | PEDESTRIAN DETECTOR ASSEMBLY INSTALLATION DETAILS – Dated 01/01/08: Dimensions revised on Figures A & B. | |
17784 | 1 of 2 | PEDESTRIAN DETECTOR ASSEMBLY INSTALLATION DETAILS – Dated 01/01/09: Revised dimensions on Figures A & B; revised Note 5 and Note to Designers. | |
18110 | 1-2 of 2 | CAMERA MOUNTING DETAILS – Dated 07/01/09: Revised notes 2 and 3; added notes 7, 8 and 9; moved conduit to encase CCTV Lowering Cable (Sheet 1); General Notes, note 2 replaced and note 6 revised (Sheet 2). | |
18111 | 1-2 of 2 | STEEL CCTV POLE – Dated 01/01/09: Sheets were reordered. Added table for H & D; added foundation diameter (Sheet 1). Notes completely revised (Sheet 2). | |
18111 | 1-2 of 2 | STEEL CCTV POLE – Dated 07/01/09: Sheets were completely revised. | |
18113 | 1-2 of 2 | CONCRETE CCTV POLE – Dated 01/01/09: Added class of concrete; added plan views (Sheet 1). Added table for L, H, & D; Notes completely revised (Sheet 2). | |
18113 | 1-2 of 2 | CONCRETE CCTV POLE – Dated 07/01/09: Sheets were completely revised. | |
20010 | 1-2 of 2 | TYPICAL FLORIDA-I BEAM DETAILS AND NOTES – Dated 07/01/09: New Design Standard.<view Design Instructions> <view Data Table> | |
20036 | 1-2 of 2 | FLORIDA-I 36 BEAM - STANDARD DETAILS – Dated 07/01/09: New Design Standard. | |
20045 | 1-2 of 2 | FLORIDA-I 45 BEAM - STANDARD DETAILS – Dated 07/01/09: New Design Standard. | |
20054 | 1-2 of 2 | FLORIDA-I 54 BEAM - STANDARD DETAILS – Dated 07/01/09: New Design Standard. | |
20063 | 1-2 of 2 | FLORIDA-I 63 BEAM - STANDARD DETAILS – Dated 07/01/09: New Design Standard. | |
20072 | 1-2 of 2 | FLORIDA-I 72 BEAM - STANDARD DETAILS – Dated 07/01/09: New Design Standard. | |
20078 | 1-2 of 2 | FLORIDA-I 78 BEAM - STANDARD DETAILS – Dated 07/01/09: New Design Standard. | |
20110 | 1 of 1 | TYPICAL AASHTO AND BULB-T BEAM DETAILS AND NOTES - Dated 12/09/08: Changed Diaphragm Insert Detail.<view Design Instructions> <view Data Table> | |
20199 | 1 of 1 | BUILD-UP & DEFLECTION DATA FOR AASHTO, BULB-T AND FLORIDA-I BEAMS – Dated 07/01/09: Added Florida-I Beams and changed the 3rd sentence in BEAM CAMBER AND BUILD-UP NOTES. Data Table Updated (See FDOT2008 MR1). <view Data Table> | |
20210 | 2 of 2 | TYPICAL FLORIDA U BEAM DETAILS AND NOTES - Dated 12/09/08: Added Type Q epoxy to Note 9<view Design Instructions> <view Data Table> | |
20350 | 1-3 of 3 | PRESTRESSED SLAB UNITS DETAILS AND NOTES, Dated 01/01/09: New Design Standard.<view Design Instructions> <view Data Table> | |
20350 | 1-3 of 3 | PRESTRESSED SLAB UNITS DETAILS AND NOTES - Dated 07/01/09: Major revisions. Data Tables Updated (See FDOT2008 MR1).<view Design Instructions> <view Data Table> | |
20353 | 1 of 1 | 12" CUSTOM WIDTH PRESTRESSED SLAB UNIT - STANDARD DETAILS, Dated 01/01/09: New Design Standard.<view Design Instructions> <view Data Table> | |
20353 | 1 of 1 | 12" CUSTOM WIDTH PRESTRESSED SLAB UNIT - STANDARD DETAILS - Dated 07/01/09: Added Bars 4D3 & 5Y2. | |
20354 | 1 of 1 | 12"x48" PRESTRESSED SLAB UNIT - STANDARD DETAILS, Dated 01/01/09: New Design Standard.<view Design Instructions> <view Data Table> | |
20354 | 1 of 1 | 12"x48" PRESTRESSED SLAB UNIT - STANDARD DETAILS - Dated 07/01/09: Added Bars 4D3 and Bars 5Y2.<view Design Instructions> <view Data Table> | |
20355 | 1 of 1 | 12"x60" PRESTRESSED SLAB UNIT - STANDARD DETAILS, Dated 01/01/09: New Design Standard.<view Design Instructions> <view Data Table> | |
20355 | 1 of 1 | 12"x60" PRESTRESSED SLAB UNIT - STANDARD DETAILS - Dated 07/01/09: Added Bars 4D3 and Bars 6Y2.<view Design Instructions> <view Data Table> | |
20363 | 1 of 1 | 15" CUSTOM WIDTH PRESTRESSED SLAB UNIT - STANDARD DETAILS, Dated 01/01/09: New Design Standard.<view Design Instructions> <view Data Table> | |
20363 | 1 of 1 | 15" CUSTOM WIDTH PRESTRESSED SLAB UNIT - STANDARD DETAILS - Dated 07/01/09: Added Bars 4D3 and Bars 5Y2.<view Design Instructions> <view Data Table> | |
20364 | 1 of 1 | 15"x48" PRESTRESSED SLAB UNIT - STANDARD DETAILS, Dated 01/01/09: New Design Standard.<view Design Instructions> <view Data Table> | |
20364 | 1 of 1 | 15"x48" PRESTRESSED SLAB UNIT - STANDARD DETAILS - Dated 07/01/09: Added Bars 4D3 and Bars 5Y2.<view Design Instructions> <view Data Table> | |
20365 | 1 of 1 | 15"x60" PRESTRESSED SLAB UNIT - STANDARD DETAILS, Dated 01/01/09: New Design Standard.<view Design Instructions> <view Data Table> | |
20365 | 1 of 1 | 15"x60" PRESTRESSED SLAB UNIT - STANDARD DETAILS - Dated 07/01/09: Added Bars 4D3 and Bars 6Y2.<view Design Instructions> <view Data Table> | |
20399 | 1 of 1 | BUILD-UP & DEFLECTION DATA FOR PRESTRESSED SLAB UNITS, Dated 01/01/09: New Design Standard.<view Data Table> | |
20399 | 1 of 1 | OVERLAY & DEFLECTION DATA FOR PRESTRESSED SLAB UNITS - Dated 07/01/09: Changed Build-up to Overlay; KEYWAY DETAIL moved to Index 20350. Data Table Updated (See FDOT2008 MR1).<view Data Table> | |
20500 | 1 of 1 | COMPOSITE ELASTOMERIC BEARING PADS - Dated 01/01/08: Added Type C Pads for larger skew ranges. Changed specification of elastomer from "durometer" to "shear modulus".<view Design Instructions> <view Data Table> | |
20510 | 1 of 1 | COMPOSITE ELASTOMERIC BEARING PADS - PRESTRESSED FLORIDA-I BEAMS – Dated 07/01/09: New Design Standard <view Design Instructions> <view Data Table> | |
20511 | 1-2 of 2 | BEARING PLATE DETAILS - PRESTRESSED FLORIDA-I BEAMS – Dated 07/01/09: New Design Standard <view Data Table> | |
20602 | 1 of 1 | EDC INSTRUMENTATION FOR SQUARE PRESTRESSED CONCRETE PILES - Dated 01/01/08: Changed EDC location to 1D from tip of pile. | |
20602 | 1 of 1 | EDC INSTRUMENTATION FOR SQUARE PRESTRESSED CONCRETE PILES, Dated 07/01/09: Changed note. | |
20900 | 2 of 2 | APPROACH SLABS (FLEXIBLE PAVEMENT APPROACHES) - Dated 01/01/08: Changed coping width and End Bent lug from 6" to 5 1/2".<view Data Table> | |
20910 | 2 of 2 | APPROACH SLABS (RIGID PAVEMENT APPROACHES) - Dated 01/01/08: Changed coping width and End Bent lug from 6" to 5 1/2".<view Data Table> | |
21100 | 1 & 3 of 3 | STRIP SEAL EXPANSION JOINT - Dated 01/01/09:Deleted redundant notes that are in Specification Section 458. Changed Dimension "A" size (Sheet 1); Changed Sidewalk Cover Plate edge treatment (Sheet 3). <view Data Table> | |
21100 | 2 of 3 | STRIP SEAL EXPANSION JOINT – Dated 07/01/09: Changed "Direction of Movement" angle measurement and corrected skew angle details in MOVEMENT SCHEMATIC; Data Table Updated (See FDOT2008 MR1). <view Data Table> | |
21110 | 1-2 of 2 | POURED JOINT WITH BACKER ROD EXPANSION JOINT SYSTEM - Dated 01/01/09: Deleted redundant notes that are in Specification Section 458. Changed last line of title of bottom left detail to “DECK WITH SLOPES 2% OR GREATER" (Sheet 1) Changed Sidewalk Cover Plate edge treatment (Sheet 2). <view Data Table> | |
21200 | 1 of 2 | LIGHT POLE PILASTER - Dated 01/01/08: Added note for anchor bolts and anchor plates. | |
21200 | 1-2 of 2 | LIGHT POLE PILASTER - Dated 01/01/09: Added design of anchor bolts and accessories (Sheets 1-2). | |
21240 | 1 of 2 | MAINTENANCE LIGHTING FOR BOX GIRDERS - Date 07/01/09: Changed pay item Note 18 and INSTRUCTIONS TO DESIGNER Note 2. | |
21600 | 3 of 7 | TEMPORARY DETOUR BRIDGE GENERAL NOTES AND DETAILS - Dated 01/01/08: Added vertical dimensions between deck surface and underside of bearings, including depth of Truss Panel. | |
21802 | 1 of 1 | POST-TENSIONING ANCHORAGE PROTECTION - Dated 01/01/09: Changed "Methyl Methacrylate" to "High Molecular Weight Methacrylate". | |
21803 | 3 of 3 | POST TENSIONING ANCHORAGE AND GROUTING DETAILS - Dated 01/01/08: Shrink wrap deleted from duct coupler detail.<view Design Instructions> | |
21803 | 1-3 of 3 | POST-TENSIONING ANCHORAGE AND GROUTING DETAILS - Dated 01/01/09: Revised call-outs for Grout Outlets; Changed "Methyl Methacrylate" to "High Molecular Weight Methacrylate".<view Design Instructions> | |