|
Index No.
|
Sheet No.
|
Filename
|
Description
|
|
All Sheets |
All Sheets |
20100101-All-Int |
All 2010 Interims on one PDF file - Dated 01/01/10:
**** File size is 30 MB **** |
|
All Sheets |
All Sheets |
20100701-All-Int |
All 2010 Interims on one PDF file - Dated 07/01/10:
**** File size is 38 MB **** |
|
All Sheets |
All Sheets |
20110101-All-Int |
All 2010 Interims on one PDF file - Dated 01/01/11:
**** File size is 64 MB **** |
|
All Sheets |
All Sheets |
20110701-All-Int |
All 2010 Interims on one PDF file - Dated 07/01/11:
**** File size is 5 MB **** |
|
001 |
1-4 of 4 |
001.pdf |
STANDARD ABBREVIATIONS – Dated 1/1/2011: Updating
abbreviations |
|
002 |
2 of 3 |
002.pdf |
STANDARD SYMBOLS – Dated 7/1/10: Rotated linetypes
and changed “Silt Fence” to “Sediment Barrier”. |
|
100 |
1 of 1 |
|
TEMPORARY SLOPE DRAIN AND SOD FLUME- Index Deleted 01/01/10 |
|
101 |
1
of 1 |
|
TRASH RETAINER AND SEDIMENT BASIN- Index Deleted 01/01/10 |
|
102 |
1-3 of 3 |
102.pdf |
TEMPORARY EROSION AND SEDIMENT CONTROL – Dated 01/01/10: Sheet 1; modified chart
and terminology. Sheet 2; updated terminology. Sheet 3;
updated pay item name. |
|
102 |
1-3 of 3 |
|
TEMPORARY EROSION AND SEDIMENT CONTROL- Index Deleted
01/01/11 |
|
103 |
1 of 1 |
|
TURBIDITY
BARRIERS- Index Deleted 01/01/10 |
|
106 |
1 of 1 |
|
SOIL
TRACKING PREVENTION DEVICE TYPE A- Index Deleted 01/01/10 |
|
200 |
1 of 5 |
200.pdf |
STRUCTURE BOTTOMS TYPE J AND P – Dated 01/01/10: Raised pipes to show grout
underneath. |
|
201 |
3 & 4 of 5 |
201.pdf |
SUPPLEMENTAL DETAILS FOR MANHOLES AND INLETS – Dated 01/01/10:
Sheet 3; changed value of “h”. Sheet 4; revised reinforcement in Note 4. |
|
211 |
1-3 of 5 |
211.pdf |
CURB INLET TOPS TYPE 5 & 6 – Dated 01/01/10: Sheet 1; added center
of box reference point. Sheets 2 & 3; revised inlet bottom/riser
details. |
|
220 |
1 of 3 |
220.pdf |
GUTTER INLET TYPE S – Dated 01/01/10:
Clarified recess depth at top of inlet for steel grate. |
|
221 |
1 of 2 |
221.pdf |
GUTTER INLET TYPE V – Dated 01/01/10:
Clarified recess depth at top of inlet for steel grate. |
|
233 |
1-2 of 2 |
233.pdf |
DITCH BOTTOM INLETS TYPES F & G – Dated 01/01/10: Sheet 1 & 2; added
center of box reference points. |
|
245 |
1 of 1 |
245.pdf |
UNDERDRAIN INSPECTION BOX – Dated 01/01/10: Added center of box
reference point. |
|
280 |
1 of 3 |
280.pdf |
MISCELLANEOUS DRAINAGE Details – Dated
1/1/2011: Changed Concrete Collars from Class I Concrete to NS
Concrete |
|
289 |
5 of 7 |
289.pdf |
CONCRETE BOX CULVERT DETAILS (LRFD) - Dated 01/01/10:
Added 1 3/4" offset to base of traffic railing at coping in DETAIL I.
<view
IDS> |
|
291 |
3 of 5 |
291.pdf |
SUPPLEMENTAL DETAILS FOR PRECAST CONCRETE BOX CULVERTS, Dated 01/01/10:
Added "or Joint Sealant" to the 1/2" horizontal joint detail in SECTION
B-B.
<view
IDS> |
|
302 |
2-3 of 4 |
302.pdf |
TRAFFIC
SEPARATORS - Dated 01/01/11:
(Sheet 2) Added skewed treatment from Index No. 490; (Sheet 3) and
changed Note reference for skewed bridges to "Sheet 2". |
|
304 |
1 - 6 of
6 |
304.pdf |
PUBLIC
SIDEWALK CURB RAMPS – Dated 1/1/2011: All sheets, removed the 2'
level landing requirement. |
|
308 |
1 & 2 of
2 |
308.pdf |
CONCRETE
SLAB REPLACEMENT – Dated 7/1/10: (Sheet 1) From FIGURE 10.4-PARTIAL
SLAB FULL DEPTH REPLACEMENT, delete leader note: “Saw Cut Existing Tie
Bars”; (Sheet 2) Under JOINT DEFICIENCIES, corrected descriptions for
Spall Nonwheel Path and Spall Wheel Path. |
|
308 |
1 of 2 |
308A.pdf |
CONCRETE
SLAB REPLACEMENT – Dated 1/1/2011: Extended Bond Breaker leader to
include Transverse Joints in Figures 10.3, 10.4 and 10.5 |
|
310 |
1 of 2 |
310.pdf |
CONCRETE SIDEWALK – Dated 01/01/10:
Offset driveway tapers 1’ from back of curb. |
|
400 |
1 & 17 of 26 |
400.pdf |
GUARDRAIL – Dated 1/1/2011: (Sheet 1)
Deleted second paragraph in note 15 referring to recycled beams, and
changed VECP (Value Engineering Change Proposal) to CSIP (Cost Savings
Initiative Proposal); (Sheet 17) Changed: 2" Nom. Diameter to NPS 2 Sch.
40 Galv. Pipe Rail Per ASTM F1083. |
|
402 |
24 of 24 |
402.pdf |
GUARDRAIL TRANSITIONS AND CONNECTIONS FOR EXISTING BRIDGES – Dated
01/01/10:
Added note for bridge name plate as note 2.
<view
IDS> |
|
403 |
3 of 3 |
403.pdf |
GUARDRAIL TRANSITIONS FOR EXISTING BRIDGE TRAFFIC RAILING RETROFITS -
Dated 01/01/10:
Changed Concrete Class to "NS". Changed payment for Transition Block to
"Concrete Curb (Special), LF".
<view
IDS> |
|
410 |
7 of 25 |
410.pdf |
CONCRETE BARRIER WALL – Dated 01/01/10: Added text “Shoulder Pavement” and
aligned expanded shoulder with roadway shoulder. |
|
410 |
3 & 5 of 25 |
410A.pdf |
CONCRETE
BARRIER WALL – Dated 7/1/10: (Sheet 3) F-SHAPE MEDIAN BARRIER WHEN Y
IS LESS THAN OR EQUAL TO 6 INCHES DETAIL, changed detail for F-Shape
Median Barrier where Y is less than or equal to 6 inches; (Sheet 5)
Deleted Section CC-DD, along with the Plan and Elevation views for the
Independent Barrier and Sign Pedestal. |
|
410 |
1, 3, 7,
8 & 24 of 25 |
410B.pdf |
CONCRETE BARRIER WALL—Dated 1/1/2011: (Sheet 1) Updated details and
Note 5. (Sheet 3) Added a Construction Joint & Horizontal Bar to
Cantilevered Wall Footing. Changed Bar Bending Diagrams 4A, 4B,4C, 4D &
4E and deleted the Min and Max. designations for X1, X, and Y; (Sheet 7)
Updated plan View at Barrier Wall Inlets; Updated table DIMENSIONS AND
QUANTITIES; Changed the Crash Test criteria (Note 2); (Sheet 8) Renamed
“Bar 4H Modified” to “Bar 4J, updated “Bars 4H & 4J.” Changed rebar
bending diagrams; (Sheet 24) Updated Note 3. |
|
414 |
1 of 15 |
414.pdf |
TYPE K
TEMPORARY CONCRETE BARRIER SYSTEM – Dated 07/01/10: Changed
specification reference from “6-8” to “105” and Added “or MASH 2009 Test
Level 3 criteria” to ALTERNATE DESIGN note
<view IDS> |
|
414 |
4, 6 & 7 of
15 |
414A.pdf |
TYPE K
TEMPORARY CONCRETE BARRIER SYSTEM - Dated 01/01/11:
(Sheet 4) Added language to TRANSITIONS note for QPL Barrier
Systems; (Sheet 6) Corrected weld symbol and added optional
modifications to top of Stake; (Sheet 7) Added Flowable Fill option to
BACK FILLED ROADWAY INSTALLATIONS.
<view
IDS> |
|
420 |
1 of 3 |
420.pdf |
TRAFFIC
RAILING-(32” F SHAPE) – Dated 07/01/10: Changed MARKERS and JOINTS
notes.
<view
IDS> |
|
420 |
1, 3 & 4 of 4 |
420A.pdf |
TRAFFIC
RAILING - (32" F SHAPE) - Dated 01/01/11:
(Sheet 1) Changed JOINTS note reference for treatment on
skewed bridges to Sheet 3; (Sheet 3) Added new sheet for skew details
from Index No. 490; (Sheet 4) Changed Sheet No. and DETAIL"B" to
pre-cured silicone sealant.
<view
IDS> |
|
421 |
1 of 3 |
421.pdf |
TRAFFIC
RAILING-(MEDIAN 32” F SHAPE) – Dated 07/01/10: Changed JOINTS note.
<view
IDS> |
|
421 |
1, 3 & 4 of 4 |
421A.pdf |
TRAFFIC
RAILING - (MEDIAN 32" F SHAPE) - Dated 01/01/11:
(Sheet 1) Changed JOINTS note reference for treatment on
skewed bridges to Sheet 3; (Sheet 3) Added new sheet for skew details
from Index No. 490; (Sheet 4) Changed Sheet No. and DETAIL "B" to
pre-cured silicone sealant.
<view IDS> |
|
422 |
1 of 3 |
422.pdf |
TRAFFIC
RAILING-(42” VERTICAL SHAPE) – Dated 07/01/10: Changed MARKERS and
JOINTS note.
<view
IDS> |
|
422 |
1-3 of 3 |
422A.pdf |
TRAFFIC RAILING - (42" VERTICAL
SHAPE) - Dated 01/01/11:
(Sheet 1) Changed JOINTS note
reference for treatment on skewed bridges to Index No. 420; (Sheet 2)
Deleted INSTRUCTIONS TO DESIGNER and added 3/4" V-Groove to VIEW B-B;
(Sheet 3) Changed DETAIL"B" to pre-cured silicone sealant.
<view IDS> |
|
423 |
1 of 3 |
423.pdf |
TRAFFIC
RAILING-(32” VERTICAL SHAPE) – Dated 07/01/10: Changed MARKERS and
JOINTS notes.
<view
IDS> |
|
423 |
1-3 of 3 |
423A.pdf |
TRAFFIC
RAILING - (32" VERTICAL SHAPE) - Dated 01/01/11: (Sheet 1) Changed
JOINTS note reference for treatment on skewed bridges to Index No. 420;
(Sheet 2) Deleted INSTRUCTIONS TO DESIGNER; (Sheet 3) Changed DETAIL "B"
to pre-cured silicone sealant.
<view
IDS> |
|
424 |
1 of 7 |
424.pdf |
TRAFFIC
RAILING-(CORRAL SHAPE) – Dated 07/01/10: Changed MARKERS note.
<view
IDS> |
|
424 |
1 & 3 of 7 |
424A.pdf |
TRAFFIC
RAILING - (CORRAL SHAPE) - Dated 01/01/11: Added DETAIL "A"
(Pre-cured Slicone Sealant) for curbed sections.
<view
IDS> |
|
425 |
1 of 3 |
425.pdf |
TRAFFIC RAILING-(42” F SHAPE) – Dated 07/01/10: Changed MARKERS
and JOINTS notes.
<view
IDS> |
|
425 |
1-3 of 3 |
425A.pdf |
TRAFFIC RAILING - (42" F SHAPE) - Dated 01/01/11: (Sheet 1)
Changed JOINTS note reference for treatment on skewed bridges to Index
No. 420; (Sheet 2) Deleted INSTRUCTIONS TO DESIGNER; (Sheet 3) Changed
DETAIL"B" to pre-cured silicone sealant.
<view
IDS> |
|
470 |
1 of 3 |
470.pdf |
TRAFFIC RAILING - (THRIE-BEAM RETROFIT) GENERAL NOTES & DETAILS - Dated
01/01/10:
Changed REFLECTIVE RAILING MARKERS note to place marker at top of post.
<view
IDS> |
|
470 |
1 of 3 |
470A.pdf |
TRAFFIC
RAILING-(THRIE-BEAM RETROFIT) GENERAL NOTES & DETAILS – Dated 07/01/10:
Changed ELEVATION MARKERS note.
<view
IDS> |
|
480 |
1 of 2 |
480.pdf |
TRAFFIC
RAILING-(VERTICAL FACE RETROFIT) GENERAL NOTES & DETAILS – Dated
07/01/10: Changed ELEVATION MARKERS note.
<view
IDS> |
|
481 |
1 of 3 |
481.pdf |
TRAFFIC
RAILING-(VERTICAL FACE RETROFIT) NARROW CURB – Dated 07/01/10:
Changed * and ** notes.
<view
IDS> |
|
482 |
1 of 4 |
482.pdf |
TRAFFIC
RAILING-(VERTICAL FACE RETROFIT) WIDE CURB – Dated 07/01/10: Changed
* and ** notes.
<view
IDS> |
|
483 |
1 of 3 |
483.pdf |
TRAFFIC
RAILING-(VERTICAL FACE RETROFIT) INTERMEDIATE CURB – Dated 07/01/10:
Changed * and ** notes.
<view
IDS> |
|
490 |
1-2 of 2 |
|
SKEW
DETAILS FOR TRAFFIC RAILINGS, PARAPETS AND TRAFFIC SEPARATORS – Index
Deleted 01/01/11 |
|
501 |
5-10 of 10 |
501.pdf |
GEOSYNTHETIC REINFORCED SOILS - Dated 01/01/10:
Corrected "MARAFI" to "MIRAFI" (Sheet 5); Added Application Usage 2 for
SYNTEEN SF 11 & SF 12 (Sheet 6); Added FORNIT 30 and Added Creep
Resistance, Creep Reduction Factor and Usage Application 4 to FORNIT
20 (Sheet 7). New Sheet 8 Added; Sheets 8 & 9 renumbered to 9 & 10.
<view
IDS> |
|
501 |
1-12 of
12 |
501A.pdf |
GEOSYNTHETIC REINFORCED SOILS - Dated 01/01/11: (Sheet 1) Added "RFLT"
to Note 2 and new Sheets 5 & 10 for TENCATE geotextiles. Renumbered all
sheets <view
IDS> |
|
515 |
2 & 4 of
7 |
515.pdf |
TURNOUTS – Dated 01/01/10:
Offset driveway taper 1’ from back of curb. |
|
520 |
1 of 1 |
|
GRAVITY
WALL – Index Deleted 01/01/11:
(See Index 6011) |
|
546 |
1, 2, 5 & 6
of 6 |
546.pdf |
SIGHT
DISTANCE AT INTERSECTIONS – Dated 7/1/10: (Sheet 1) Revised Special
Areas Limited to Ground Cover detail, and updated General Notes # 1 & 5;
(Sheets 2, 5 & 6) Removed requirement that the median adjacent to left
turn lane is an “Area limited to ground cover.” |
|
560 |
1-2 of 2 |
560.pdf |
CROSSING SURFACES – Dated 01/01/10:
Sheet 1; added TA surface and Note 7. Sheet 2; added 50’ max FDOT
participation details. |
|
600 |
6 & 7 of 13 |
600.pdf |
GENERAL INFORMATION FOR TRAFFIC CONTROL THROUGH WORK ZONES – Dated
01/01/10:
Multiple revisions to notes, details and table. |
|
600 |
3, 5, 8 & 9
of 13 |
600A.pdf |
GENERAL
INFORMATION FOR TRAFFIC CONTROL THROUGH WORK ZONES – Dated 1/1/2011:
(Sheet 3) To TYPICAL PLACEMENT OF TEMPORARY RAISED RUMBLE STRIPS detail
added RUMBLE STRIPS AHEAD sign and DISTANCE BETWEEN SIGNS table; (Sheet
5) Removed heading and text for "SIGN PLACEMENT" and Deleted Sign
Placement Note; (Sheet 8) Added RUMBLE STRIPS AHEAD (MOT-18-10) and BE
PREPARED TO STOP (W3-4) signs, changed designation of WORKERS sign to
(W21-1) for the symbol sign and (W21-1A) for the word message sign, and
added Graphic sign with motorcycle (W8-15P) under GROOVED PAVEMENT AHEAD
(MOT-15-06) and LOOSE GRAVEL (W8-7) sign; (Sheet 9) Added note that
Standard Orange Flags are not to be used on portable sign supports and
added note to clarify that Type B lights are not required on portable
sign supports |
|
603 |
2
of 2 |
603.pdf |
TWO-LANE,
TWO-WAY, WORK WITHIN THE TRAVEL WAY – Dated 7/1/10: Added new notes
#1 and 5 |
|
623 |
1 of
1 |
623.pdf |
MULTILANE,
WORK WITHIN THE TRAVEL WAY DOUBLE LANE CLOSURE – Dated 7/1/10: New
Design Standard. |
|
628 |
1
of 1 |
628.pdf |
TWO WAY
LEFT TURN CLOSURE – Dated 7/1/10: Changed Detail so that there is
nothing within the Buffer zone. |
|
642 |
1
of 1 |
642.pdf |
TRANSITIONS FOR TEMPORARY CONCRETE BARRIER WALL ON FREEWAY FACILITIES –
Dated 1/1/2011: Corrected offset in detail TWO OR MORE LANES ONE WAY
LANE DROP AND LANE SHIFTS -PLAN SHOWN FOR RIGHT LANE MERGE LEFT-
INVERTED PLAN FOR LEFT LANE MERGE RIGHT. |
|
667 |
6 of 6 |
667.pdf |
TOLL PLAZA TRAFFIC CONTROL STANDARDS – Dated 01/01/10: Corrected 50’ taper and
number and spacing of channelizing devices. |
|
670 |
1 of 1 |
670.pdf |
MOTORIST AWARENESS SYSTEM - Dated 01/01/11: Corrected reference in
detail to Note 6. |
|
801 |
1 of 3 |
801.pdf |
FENCE TYPE A – Dated 01/01/10:
Added requirements for recycled plastic posts in Note 7. |
|
810 |
1-3 of 4 |
810.pdf |
BRIDGE
FENCING (VERTICAL) - Dated 01/01/11: Change cut at bottom of post to
45 degree angle
<view
IDS> |
|
820 |
1 of 1 |
820.pdf |
PEDESTRIAN/BICYCLE RAILING, Dated – Dated 01/01/10:
Changed post offset dimensions to joints.
<view
IDS> |
|
820 |
1 of 1 |
820A.pdf |
PEDESTRIAN/BICYCLE BULLET RAILING – Dated 07/01/10: Added
“BULLET” to title and PAYMENT note.
<view
IDS> |
|
820 |
1 of 1 |
820B.pdf |
BRIDGE
PEDESTRIAN/BICYCLE BULLET RAILING - Dated 01/01/11: Added "Bridge"
and “Bullet” to title; Changed * note reference for Skew Treatment to
Index No. 420, and changed DETAIL "A".
<view
IDS> |
|
821 |
1 of 1 |
821.pdf |
ALUMINUM PEDESTRIAN/BICYCLE BULLET RAILING FOR TRAFFIC RAILING (32" F
SHAPE), - Dated 01/01/10:
Changed post offset dimensions to joints.
<view
IDS> |
|
821 |
1 of 1 |
821A.pdf |
ALUMINUM PEDESTRIAN/BICYCLE BULLET RAILING FOR TRAFFIC RAILING (32” F
SHAPE) – Dated 07/01/10: Added tapered end detail.
<view
IDS> |
|
822 |
1-3 of 3 |
822.pdf |
ALUMINUM PEDESTRIAN/BICYCLE BULLET RAILING DETAILS – Dated 07/01/10:
(Sheet 2) Moved RAILING NOTES to Sheet 3; Changed RAIL INSTALLATION
NOTE; Added Sheet 3 with Tapered End Details.
<view
IDS> |
|
825 |
1-2 of 2 |
825.pdf |
42” CONCRETE PEDESTRIAN/BICYCLE RAILING – Dated 07/01/10: New
Design Standard.
<view
IDS> |
|
825 |
1 of 2 |
825A.pdf |
42” CONCRETE PEDESTRIAN/BICYCLE RAILING - Dated 01/01/11: Changed
* note reference for Skew Treatment to Index No. 420.
<view
IDS> |
|
826 |
1-2 of 2 |
826.pdf |
54”
CONCRETE
PEDESTRIAN/BICYCLE RAILING – Dated 07/01/10:
New Design Standard.
<view
IDS> |
|
826 |
1 of 2 |
826A.pdf |
54” CONCRETE PEDESTRIAN/BICYCLE RAILING - Dated 01/01/11:
Changed * note reference for Skew Treatment to Index No. 420.
<view
IDS> |
|
850 |
1 & 4 of 5 |
850.pdf |
STEEL PEDESTRIAN/BICYCLE PICKET RAILING - Dated 01/01/10:
Added "ASTM A500, Grade B, C or D" for pipe rails and pickets in RAILS,
PICKETS & POSTS note (Sheet 1); Added 4" tolerance to end hoop length in
DETAIL "C" (Sheet 4).
<view
IDS> |
|
850 |
1 - 5 of 5 |
850A.pdf |
STEEL
PEDESTRIAN/BICYCLE PICKET RAILING – Dated 07/01/10: (Sheet 1)
Deleted Design Criteria; (Sheets 2, 3 & 5) Deleted minimum extension of
handrail at base of steps and changed 2'-10” dimension to mid-height of
handrail; (Sheet 4) Added Type B connection option.
<view
IDS> |
|
851 |
1-3 of 3 |
851.pdf |
BRIDGE
PEDESTRIAN/BICYCLE RAILING (STEEL) - Dated 01/01/11: Changed railing
to match Index No. 852 Deleted INSTRUCTIONS TO DESIGNER note.
<view
IDS> |
|
852 |
1-8 of 8 |
852.pdf |
STEEL
PEDESTRIAN/BICYCLE RAILING - Dated 01/01/11:
New Design Standard to replace Index No. 850. <view
IDS> |
|
860 |
4 of 5 |
860.pdf |
ALUMINUM PEDESTRIAN/BICYCLE PICKET RAILING - Dated 01/01/10:
Added 4" tolerance to end hoop length in DETAIL "C".
<view
IDS> |
|
860 |
1 - 5 of 5 |
860A.pdf |
ALUMINUM
PEDESTRIAN/BICYCLE PICKET RAILING – Dated 07/01/10: (Sheet 1)
Deleted Design Criteria; (Sheets 2, 3 & 5) Deleted minimum extension of
handrail at base of steps and changed 2'-10” dimension to mid-height of
handrail; (Sheet 4) Added Option Expansion Joint Detail.
<view
IDS> |
|
861 |
1-3 of 3 |
861.pdf |
BRIDGE PEDESTRIAN/BICYCLE RAILING
(ALUMINUM) - Dated 01/01/11:
Changed railing to match Index
No. 862.<view
IDS> |
|
862 |
1-8 of 8 |
862.pdf |
ALUMINUM
PEDESTRIAN/BICYCLE RAILING - Dated 01/01/11: New Design Standard to
replace Index No. 860.
<view
IDS> |
|
870 |
1 - 5 of 5 |
870.pdf |
ALUMINUM
PIPE GUIDERAIL – Dated 07/01/10: (Sheet 1) Deleted Design Criteria;
(Sheet 3) Deleted minimum extension of handrail at base of steps;
(Sheets 2, 3 & 5) Changed 2'-10” dimension to mid-height of handrail.
<view
IDS> |
|
870 |
1 & 5 of 5 |
870A.pdf |
ALUMINUM
PIPE GUIDERAIL - Dated 01/01/11: (Sheet 1) Deleted APPLICABILITY
NOTE TO DESIGNER; (Sheet 5) Added 2"min. curb height dimension to
TYPICAL SECTION ON GRAVITY WALL.
<view
IDS> |
|
880 |
1 - 5 of 5 |
880.pdf |
STEEL PIPE
GUIDERAIL – Dated 07/01/10: (Sheet 1) Deleted Design Criteria;
(Sheet 3) Deleted minimum extension of handrail at base of steps;
(Sheets 2, 3 & 5) Changed 2'-10” dimension to mid-height of handrail.
<view
IDS> |
|
880 |
1 & 5 of 5 |
880A.pdf |
STEEL PIPE
GUIDERAIL – Dated 01/01/11: (Sheet 1) Deleted "APPLICABILITY NOTE TO
DESIGNER"; (Sheet 5) Added 2"min. curb height dimension to TYPICAL
SECTION ON GRAVITY WALL.
<view
IDS> |
|
5100 |
1-2 of 2 |
|
RETAINING WALL – CAST IN PLACE – Index Deleted 01/01/11:
(See
Index 6010) |
|
5200 |
1 of 1 |
5200.pdf |
PRECAST SOUND BARRIERS - GENERAL NOTES - Dated 01/01/10:
Second sentence in Note K.4 is deleted. Added patent information to Note
K.5.
<view
IDS> |
|
5200 |
1 of 1 |
5200A.pdf |
PRECAST
SOUND BARRIERS - GENERAL NOTES - Dated 07/01/10: Changed Note B and
Note H 2.<view
IDS> |
|
5200 |
1-15 of 15 |
5200B.pdf |
PRECAST
SOUND BARRIERS - Dated 01/01/11: Changed Title & number of sheets to
include Indexes 5201-5207; Note B from "PPM" to "SDG"; Notes E, K, & O
to remove foundation and post "Options"; Note L from "VECP" to "CSIP".
<view
IDS> |
|
5201 |
1 of 1 |
|
PRECAST
SOUND BARRIERS-TEXTURE OPTIONS-Index Deleted 01/01/11
(See
Index 5200) |
|
5202 |
1-6 of 6 |
5202.pdf |
PRECAST SOUND BARRIERS - FLUSH PANEL OPTION - Dated 01/01/10:
90 degree corner post details revised and 45 degree post added. New
Sheets 4 & 5 added, other sheets renumbered.
<view
IDS> |
|
5202 |
1-6 of 6 |
5202A.pdf |
PRECAST
SOUND BARRIERS-FLUSH PANEL OPTION – Dated 07/01/10: Added option for
texture surface on back of panels.
<view
IDS> |
|
5202 |
1-6 of 6 |
|
PRECAST
SOUND BARRIERS-FLUSH PANEL OPTION – Index Deleted 01/01/11
(See
Index 5200) |
|
5203 |
1-6 of 6 |
5203.pdf |
PRECAST SOUND BARRIERS - RECESSED PANEL OPTION - Dated 01/01/10:
90 degree corner post details revised. Sheet 4 added, other sheets
renumbered.
<view
IDS> |
|
5203 |
1-6 of 6 |
|
PRECAST SOUND BARRIERS- RECESSED PANEL OPTION- Index Deleted 01/01/11
(See
Index5200) |
|
5204 |
1 of 1 |
5204.pdf |
PRECAST SOUND BARRIERS -
FIRE HOSE ACCESS HOLE & DRAINAGE DETAILS - Dated 01/01/10:
Deleted 4 3/4" dimension at end of panel, and note requiring double mat
of WWR for panels with drainage holes.<view
IDS> |
|
5204 |
1 of 1 |
|
PRECAST
SOUND BARRIERS- FIRE HOSE ACCESS HOLE & DRAINAGE DETAILS –Index Deleted
01/01/11
(See
Index 5200) |
|
5205 |
1, 2 & 3 of 7 |
5205.pdf |
PRECAST SOUND BARRIERS - PILE AND POST REINFORCING STEEL - Dated
01/01/10:
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).
<view
IDS> |
|
5205 |
1-7 of 7 |
|
PRECAST
SOUND BARRIERS- PILE AND POST REINFORCING STEEL- Index Deleted 01/01/11
(See
Index 5200) |
|
5206 |
1 of 1 |
5206.pdf |
PRECAST SOUND BARRIERS - PILE DEPTH AND REINFORCING SUMMARY - Dated
01/01/10:
Changed dimensions of Bars P5 & P6 and radius of Bar P3 to 1'-2" in the
BAR BENDING DETAILS.
<view
IDS> |
|
5206 |
1-2 of 2 |
5206A.pdf |
PRECAST
SOUND BARRIERS-PILE DEPTH AND REINFORCING SUMMARY – Dated 07/01/10:
Added Sheet 2 for N=4 to 10 (very loose soils)
<view
IDS> |
|
5206 |
1-2 of 2 |
|
PRECAST SOUND BARRIERS- PILE DEPTH AND REINFORCING SUMMARY- Index
Deleted 01/01/11
(See
Index 5200) |
|
5207 |
1 of 1 |
|
PRECAST SOUND BARRIERS- PRECAST POST CAPITAL- Index Deleted
(See
Index 5200) |
|
5210 |
1 of 5 |
5210.pdf |
TRAFFIC
RAILING/SOUND BARRIER (8'-0”) – Dated 07/01/10: Deleted INSTRUCTIONS
TO DESIGNER; Changed spacing of V-Grooves and Intermediate Open Joints.
<view
IDS> |
|
5210 |
1-2 of 5 |
5210A.pdf |
TRAFFIC
RAILING/SOUND BARRIER (8'-0") - Dated 01/01/11:
Changed
Mortar Plug to Pre-cured Silicone Sealant joint.
<view
IDS> |
|
5212 |
1-2 of 2 |
5212.pdf |
TRAFFIC
RAILING/SOUND BARRIER (8'-0") JUNCTION SLAB - Dated 01/01/11:
Changed Junction Slab detail.
<view
IDS> |
|
5300 |
7, 13, 16, 17 &
18 of 19 |
5300.pdf |
PERMANENT RETAINING WALL SYSTEMS – Dated 01/01/10:
Changed 1" Continuous Neoprene Strip, to 1" Preformed Joint Filler
(Sheets 7, 13 & 17); Changed Note 9 to allow slip forming with approval
and Anchor Bolt Design Notes 2 & 3 (Sheet 16); Deleted grout pad and
weep hole details (Sheets 16-18).
<view
IDS> |
|
5300 |
1-19 of
19 |
|
PERMANENT RETAINING WALL SYSTEMS- Index Deleted 01/01/11:
(See Index 6020 and Index Series 6100 and 6200) |
|
5301 |
1 of 1 |
|
TEMPORARY RETAINING WALL SYSTEMS- Index Deleted -1/01/11:
(See
Index 6030) |
|
6010 |
1-2 of 2 |
6010.pdf |
C-I-P
CANTILEVER RETAINING WALL - Dated 01/01/11:
New
Design Standard Index No. & Title (Previously Index No. 5100).
<view
IDS> |
|
6011 |
1 of 1 |
6011.pdf |
C-I-P
GRAVITY WALL - Dated 01/01/11:
New
Design Standard Index No. & Title (Previously Index No. 520); Changed
Junction Slab detail and concrete cover to 3".
<view
IDS> |
|
6020 |
1 of 1 |
6020.pdf |
PERMANENT MSE RETAINING WALL SYSTEMS - Dated 01/01/11:
New
Design Standard Index (Previously Index No. 5300, Sheets 1 & 2).<view
IDS> |
|
6030 |
1 of 1 |
6030.pfd |
TEMPORARY MSE RETAINING WALL SYSTEMS - Dated 01/01/11:
New
Design Standard Index No. & Title (Previously Index No. 5301).
<view
IDS> |
|
6040 |
1-4 of 4 |
6040.pdf |
PRECAST CONCRETE SHEET PILE WALL - Dated 01/01/11:
New Design Standard Index Number (Previously Index Nos. 20400 - 20440).
<view
IDS> |
|
6100 |
1-2 of 2 |
6100.pdf |
MSE
WALL COPING (PRECAST OR C-I-P) - Dated 01/01/11:
New
Design Standard Index No. & Title (Previously Index No. 5300, Sheets 3 &
4)
<view
IDS> |
|
6110 |
1-6 of 6 |
6110.pdf |
WALL
COPING WITH TRAFFIC RAILING/JUNCTION SLAB - Dated 01/01/11:
New
Design Standard Index No. & Title (Previously Index No. 5300 Sheets
5-10); Changed junction slab configuration and precast traffic railing
option.
<view
IDS> |
|
6120 |
1-3 of 3 |
6120.pdf |
WALL
COPING WITH TRAFFIC RAILING/RAISED SIDEWALK - Dated 01/01/11:
New
Design Standard Index No. & Title (Previously Index No. 5300 Sheets
11-13); Changed raised sidewalk depth.
<view
IDS> |
|
6130 |
1-2 of 2 |
6130.pdf |
WALL
COPING/PARAPET WITH C-I-P SIDEWALK - Dated 01/01/11:
New Design Standard Index No. & Title (Previously Index No. 5300 Sheets
14 & 15).
<view
IDS> |
|
6200 |
1-3 of 3 |
6200.pdf |
COPING MOUNTED LIGHT POLE PEDESTAL - Dated
01/01/11: New Design Standard
Index No. & Title (Previously Index No. 5300 Sheets 16-18). |
|
6201 |
1 of 1 |
6201.pdf |
JUNCTION SLAB AT DRAINAGE INLET OPENINGS - Dated 01/01/11:
New
Design Standard Index No. & Title (Previously Index No. 5300 Sheet 19).
<view
IDS> |
|
11200 |
1-2 of 2 |
11200.pdf |
MULTI-COLUMN GROUND SIGN – Dated 01/01/10:
Galvanized note changed: brass shim note added (Sheet 1); configuration
revised and S3X5.7 post added (Sheet 2) |
|
11200 |
1-2 of 2 |
11200A.pdf |
MULTI-COLUMN GROUND SIGN – Dated 7/1/10: (Sheet 1) Welding note,
Base Connection note, Fuse Plate note and Shop Drawings note were
revised. Tolerances note was deleted; (Sheet 2) Weld symbol revised.
Detail B revised. Brass Shims added to Shim Detail. |
|
11200 |
2 of 2 |
11200B.pdf |
MULTI-COLUMN GROUND SIGN – Dated 1/1/2011: Added Section W 8x18 to
table and updated values.
<view
IDS> |
|
11300 |
1 of 1 |
11300.pdf |
OVERHEAD SIGN STRUCTURES – Dated 01/01/10:
Modified U-Bolt material spec. |
|
11310 |
1-3 of 5 |
11310.pdf |
CANTILEVER
SIGN STRUCTURE – Dated 07/01/10: (Sheet 1) Deleted foundation
payment Note 13; (Sheet 2) Changed anchor bolt extension length, seal
weld note, plate washer size, top of foundation offset, and gusset plate
clip; (Sheet 3) Changed seal weld note.
<view
IDS> |
|
11320 |
1, 2 & 5 of 5 |
11320.pdf |
SPAN SIGN
STRUCTURE – Dated 07/01/10: (Sheet 1) Deleted foundation payment
Note 13; (Sheet 2) Changed anchor bolt extension length, seal weld note,
plate washer size, and gusset plate clip; (Sheet 5) Changed anchor bolt
extension length and top of foundation offset.
<view
IDS> |
|
11860 |
5 of 8 |
11860.pdf |
SINGLE COLUMN GROUND SIGNS - Dated 01/01/10:
Changed Slip Base Note 6.b.
<view
IDS> |
|
11860 |
1 & 5 of 8 |
11860A.pdf |
SINGLE COLUMN
GROUND SIGNS – Dated 07/01/10: (Sheet 1) Modified Note 11; (Sheet 5)
Added 8” column size to slip base details.
<view
IDS> |
|
11860 |
3 & 5 of 8 |
11860B.pdf |
Single Column Ground Signs – Dated
1/1/2011: (Sheet 3) Added Stub Length to POST AND FOUNDATION TABLE
and Note 3; (Sheet 5) Changed Dimensions in details. |
|
11870 |
1-2 of 2 |
11870.pdf |
SINGLE
POST BRIDGE MOUNTED SIGNS – Dated 07/01/10: New Design Standard.
<view
IDS> |
|
13417 |
1 of 1 |
13417.pdf |
MOUNTING EXIT NUMBERING PANELS TO HIGHWAY SIGNS – Dated 01/01/10:
Gauge and dimension lines removed from Section AA. |
|
17344 |
2 & 3 of 6 |
17344.pdf |
SCHOOL SIGNS AND MARKINGS – Dated 01/01/10:
Cross walk markings revised. |
|
17345 |
2 & 3 of 4 |
17345.pdf |
INTERCHANGE MARKINGS – Dated 7/1/10: (Sheet 2) Marking width
changed; (Sheet 3) Revised Acceleration and Deceleration Lanes with 12”
Solid White Lines, and 6”or 12” White 3’-9’ Skip Line to Comply With The
2009 M.U.T.C.D. |
|
17345 |
4 of 4 |
17345A.pdf |
INTERCHANGE MARKINGS – Dated 1/1/2011: Wrong Way Arrow Revised,
RPM's respaced. |
|
17346 |
7 & 10 of 14 |
17346.pdf |
SPECIAL MARKING AREAS – Dated 01/01/10:
Sheet 7; added Detail B. Sheet 10; Sign text changed in Scheme 3, R1-5bL
with MUTCD changes. |
|
17346 |
7 of 14 |
17346A.pdf |
SPECIAL
MARKING AREAS – Dated 7/1/10: Detail A, changed layout distance from
beginning of numbers to the beginning of the taper from 117' - 8” to
120' and removed the 50' dimension following the first letter to the
beginning of the taper. |
|
17346 |
10 of 14 |
17346B.pdf |
SPECIAL
MARKING AREAS – Dated 1/1/2011: Current MUTCD changes added Note
100' of Solid White added to details. Signs rotated 90 degrees. Chart
revised and in note 3 “high” changed to “special”. |
|
17347 |
1-4 of 4 |
17347.pdf |
BICYCLE
MARKINGS – Dated 1/1/2011: (Sheet 1) Sheet completely revised;
(Sheets 2-4) 4' bike lane width removed, notes revised. |
|
17352 |
2 of 2 |
17352.pdf |
TYPICAL
PLACEMENT OF REFLECTIVE PAVEMENT MARKERS – Dated 01/01/10:
Raised reflective markers moved to center of chevrons. Added Note 2. |
|
17354 |
1 of 1 |
17354.pdf |
TOURIST ORIENTED DIRECTIONAL SIGNS – Dated 01/01/10:
New Design Standard. |
|
17355 |
7 & 8 of
11 |
17355.pdf |
SPECIAL
SIGN DETAILS – Dated 01/01/10:
Sheet 7; changed designations for FTP 54 & 55 for left and right
versions. Sheet 8; revised details of FTP-70-06. |
|
17355 |
9 of 11 |
17355A.pdf |
SPECIAL
SIGN DETAILS – Dated 7/1/10: FTP - 84 - 09 (DRAW BRIDGE AHEAD) Sign
added to sheet. |
|
17355 |
2, 4 & 11 of
11 |
17355B.pdf |
SPECIAL
SIGN DETAILS – Dated 1/1/2011: (Sheet 2) FLORIDA'S TURNPIKE
(FTP-16-06) deleted and FLORIDA'S TURNPIKE sign (FTP-16-10) added;
(Sheet 4) Changed Message on Sign No. FTP-22-06; (Sheet 11) added RUMBLE
STRIPS AHEAD sign (MOT-18-10). |
|
17500 |
1-3
of
3 |
17500.pdf |
CONVENTIONAL LIGHTING – Dated 7/1/10: (Sheet 1) Removed Grounding
Conduit Between Pull Box and Pole. Ran Ground Wire in Conduit with Hot
and Neutral Wires. (Sheets 2 & 3) Reinforcing removed from slab, notes
revised, new dimensions added to slab dimensions. |
|
17502 |
2, 3, 5 & 7
of 7 |
17502.pdf |
HIGHMAST
LIGHTING – Dated 7/1/10: (Sheet 2), added HIGHMAST POLE WIRING
DIAGRAM detail to sheet; (Sheet 3) Changed anchor bolt washer Note 1;
(Sheet 5) Changed longitudinal seam weld note and anchor bolt plate
washer size; (Sheet 7) Reinforcing removed from slab, notes revised, new
dimensions added to slab Dimensions.
<view
IDS> |
|
17502 |
3-5 of 7 |
17502A.pdf |
HIGHMAST LIGHTING – Dated 1/1/2011:
(Sheet 3) Changed Information required on the aluminum identification
tag and QPL Language; (Sheet 4) Updated values in BASE PLATE AND BOLTS
DESIGN TABLE and SHAFT DESIGN TABLE; (Sheet 5) Revised SECTION B-B Tie
Spacing. |
|
17505 |
1
of 2 |
17505.pdf |
EXTERNAL
LIGHTING FOR SIGNS – Dated 7/1/10: Revised Notes and Detail in lower
left PLAN OVERHEAD POWER SUPPLY. |
|
17515 |
1, 2, & 3 of 8 |
17515.pdf |
STANDARD ALUMINUM LIGHTING - Dated 01/01/10:
Added Vibration Dampers to poles (Sheet 1); Changed “ROADWAY ALUMINUM
LIGHT POLE NOTES” Note 3)d. (Sheet 2); Changed Fixture Arm Length and
added Damper Details (Sheet 3).
<view
IDS> |
|
17515 |
2-4 of 8 |
17515A.pdf |
STANDARD ROADWAY ALUMINUM LIGHTING –
Dated 1/1/2011: (Sheet 2) Removed QPL Language from Index; (Sheet 3)
Added Dimensions in Section AA; (Sheet 4) Changed ASTM Specification in
note 1. |
|
17600 |
1 of 3 |
17600.pdf |
MOTORIST
AID CALL BOX – Dated 7/1/10: Type II ** removed from Call Box/Mile
Marker note. |
|
17700 |
1 of 1 |
17700.pdf |
PULL,
SPLICE AND JUNCTION BOX – Dated 7/1/10: Pullboxes for signalization
and ITS projects are being consolidated in this new index. Index 18204
will be superseded by this index. New Design Standard. |
|
17700 |
1 of 1 |
17700A.pdf |
PULL,
SPLICE AND JUNCTION BOX – Dated 1/1/2011: Updating details and notes |
|
17723 |
1-2 of 3 |
17723.pdf |
STEEL
STRAIN POLE – Dated 07/01/10: (Sheet 1) Added “(current edition)” to
Note 1 reference for Structures Manual and deleted LTS-5 edition number.
Changed anchor bolt washer Note 4. Deleted anchor bolt hole diameter
note; (Sheet 2) Revised plate washer size.
<view
IDS> |
|
17723 |
1-2 of 3 |
17723A.pdf |
STEEL STRAIN POLE – Dated 1/1/2011:
(Sheet 1) Changed Information required on the aluminum identification
tag and deleted note 8; (Sheet 2) Revised DRILLED SHAFT ELEVATION,
DETAIL C and TABLE OF STRAIN POLE VARIABLES
<view
IDS> |
|
17725 |
2 of 2 |
17725.pdf |
CONCRETE
POLES – Dated 07/01/10: Changed Note 1 reference to Structures
Manual to current edition and deleted LTS-5 edition number.
<view
IDS> |
|
17727 |
1-2 of 2 |
17727.pdf |
SIGNAL CABLE & SPAN WIRE INSTALLATION DETAILS – Dated 07/01/09:
Vertical clearance note revised. |
|
17743 |
1-3 of 3 |
17743.pdf |
STANDARD
MAST ARM ASSEMBLIES – Dated 1/1/2011: Updating table values
<view
IDS> |
|
17745 |
1, 2 & 5 of 5 |
17745.pdf |
MAST ARM
ASSEMBLIES – Dated 7/1/10: (Sheet 1) Modified Notes 8 and 15.
Modified 'UB' dimension; (Sheet 2) Modified anchor bolt standoff
details. Modified plate washer detail; (Sheet 5) Revised J hook detail,
removed grout pad, changed cap bolt size and revised 'LL' definition.
<view
IDS> |
|
17745 |
1-2 of 5 |
17745A.pdf |
MAST ARM ASSEMBLIES – Dated 1/1/2011:
(Sheet 1) Modified Standard Design and Special Design Notes and deleted
note 17; (Sheet 2) Modified SECTION A-A to include RC and RD dimensions
and SECTION D-D location of ‘BB’ dimension. |
|
17882 |
1, 2 & 4 of 4 |
17882.pdf |
RAILROAD GRADE CROSSING TRAFFIC CONTROL DEVICES – Dated 1/1/2011:
All sheets MUTCD updated markings on all gate arms to be 90 degree,
replaced all 45 degree markings with 90 degree markings. (no change to
Sheet 3, included for convenience.) |
|
18110 |
1-2 of 2 |
18110.pdf |
CAMERA MOUNTING DETAILS – Dated 01/01/10:
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 |
18111.pdf |
STEEL CCTV POLE – Dated 01/01/10:
Sheets were completely revised. |
|
18111 |
1-2 of 2 |
18111A.pdf |
STEEL CCTV
POLE – Dated 1/1/2011: (Sheet 1) FOUNDATION AND HANDHOLE DETAIL,
Changed Plate Washer requirements; (Sheet 2) Modified Design Notes and
Pole General Notes. |
|
18113 |
1-2 of 2 |
18113.pdf |
CONCRETE CCTV POLE – Dated 01/01/10:
Sheets were completely revised. |
|
18113 |
1-2 of 2 |
18113A.pdf |
CONCRETE
CCTV POLE – Dated 1/1/2011: (Sheet 1) Revised location of couplings;
(Sheet 2) Revised pole burial depth table. |
|
18300 |
1-10 of 10 |
18300.pdf |
DMS
CABINET AND SIGN WIRING AND BLOCK DIAGRAM – Dated 7/1/10: Index
renamed to DYNAMIC MESSAGE SIGN WALK-IN (Sheet 1) Revised and added
sheet from Index 18302 as sheet 1; (Sheet 2) Revised and added sheet
from Index 18303 sheet 2 as sheet 2; (Sheet 3) Added sheet from Index
18303 sheet 1 as sheet 3, revised conduit and cabling details and
conduit sizes; (Sheet 4) New Sheet; (Sheet 5) New Sheet; (Sheet 6) Added
sheet from Index 18305 sheet 2 as sheet 6, revised notes and details;
(Sheet 7) Added sheet from Index 18305 sheet 1 as sheet 7, revised notes
and details; (Sheet 8) Sheet moved from sheet 1 to sheet 8, revised
notes and details; (Sheet 9) Added sheet from Index 18301 sheet 1 as
sheet 9, revised notes and details; (Sheet 10) New Sheet |
|
18301 |
1 of 1 |
|
DMS
CABINET LAYOUT- Index Deleted 07/01/10
(See
Index 18300) |
|
18302 |
1 of 1 |
|
TYPICAL
DMS MOUNTING DETAILS – Index Deleted 07/01/10
(See Index 18300) |
|
18303 |
1-2 of 2 |
|
DMS
STRUCTURE DETAILS- Index Deleted 07/01/10
(See
Index 18300) |
|
18305 |
1-2 of 2 |
|
DMS
GROUNDING DETAILS- Index Deleted 07/01/10 (See
Index 18300) |
|
20005 |
1 of 1 |
20005.pdf |
PRESTRESSED BEAM TEMPORARY BRACING - Dated 01/01/10:
New Design Standard.
<view
IDS> |
|
20005 |
1 of 1 |
20005A.pdf |
PRESTRESSED I-BEAM TEMPORARY BRACING - Dated 01/01/11: Added "I-" to
Title
<view
IDS> |
|
20010 |
1-2 of 2 |
20010.pdf |
TYPICAL FLORIDA-I BEAM DETAILS AND NOTES – Dated 01/01/10:
New Design Standard.
<view
IDS> |
|
20010 |
1-2 of 2 |
20010A.pdf |
TYPICAL
FLORIDA-I BEAM DETAILS AND NOTES – Dated 07/01/10: (Sheet 1) Deleted
Bars 4L; Changed Notes 3 & 4; Added Epoxy Coating Note 5, and option to
lengthen bottom leg of Bars 3D, 5K & 5Z in Notes 13 & 14; (Sheet 2)
Added RECESSED STRAND GROMMET DETAIL.
<view
IDS> |
|
20010 |
1-2 of 2 |
20010B.pdf |
TYPICAL
FLORIDA-I BEAM DETAILS AND NOTES, Dated 01/01/11: (Sheet 1) Changed
Notes 4 & 5; (Sheet 2) strand protection detail at beam ends. <view
IDS> |
|
20036 |
1-2 of 2 |
20036.pdf |
FLORIDA-I 36 BEAM - STANDARD DETAILS – Dated 01/01/10:
New Design Standard.
<view
IDS> |
|
20036 |
1-2 of 2 |
20036A.pdf |
FLORIDA-I
36 BEAM-STANDARD DETAILS – Dated 07/01/10: (Sheet 1) Changed NOTE
NUMBERS for Strand N and Embedded Bearing Plate A to reference Index
20512; Added epoxy coating to end of beam; Deleted Bars 4L; (Sheet 2)
Changed interior W6.4 wire to “Optional” for WWR Pieces M; Deleted Bars
4L.
<view
IDS> |
|
20045 |
1-2 of 2 |
20045.pdf |
FLORIDA-I 45 BEAM - STANDARD DETAILS – Dated 01/01/10:
New Design Standard.
<view
IDS> |
|
20045 |
1-2 of 2 |
20045A.pdf |
FLORIDA-I 45
BEAM-STANDARD DETAILS – Dated 07/01/10: (Sheet 1) Changed NOTE
NUMBERS for Strand N and Embedded Bearing Plate A to reference Index
20512; Added epoxy coating to end of beam; Deleted Bars 4L; (Sheet 2)
Changed interior W6.4 wire to “Optional” for WWR Pieces M; Deleted Bars
4L.
<view
IDS> |
|
20054 |
1-2 of 2 |
20054.pdf |
FLORIDA-I 54 BEAM - STANDARD DETAILS – Dated 01/01/10:
New Design Standard.
<view
IDS> |
|
20054 |
1-2 of 2 |
20054A.pdf |
FLORIDA-I
54 BEAM-STANDARD DETAILS – Dated 07/01/10: (Sheet 1) Changed NOTE
NUMBERS for Strand N and Embedded Bearing Plate A to reference Index
20512; Added epoxy coating to end of beam; Deleted Bars 4L; (Sheet 2)
Changed interior W6.4 wire to “Optional” for WWR Pieces M; Deleted Bars
4L <view
IDS> |
|
20063 |
1-2 of 2 |
20063.pdf |
FLORIDA-I 63 BEAM -
STANDARD DETAILS – Dated 01/01/10: New Design Standard.
<view
IDS> |
|
20063 |
1-2 of 2 |
20063A.pdf |
FLORIDA-I
63 BEAM-STANDARD DETAILS – Dated 07/01/10: (Sheet 1) Changed NOTE
NUMBERS for Strand N and Embedded Bearing Plate A to reference Index
20512; Added epoxy coating to end of beam; Deleted Bars 4L; (Sheet 2)
Changed interior W6.4 wire to “Optional” for WWR Pieces M; Deleted Bars
4L
<view
IDS> |
|
20072 |
1-2 of 2 |
20072.pdf |
FLORIDA-I 72 BEAM - STANDARD DETAILS – Dated 01/01/10:
New Design Standard
<view
IDS> |
|
20072 |
1-2 of 2 |
20072A.pdf |
FLORIDA-I 72
BEAM-STANDARD DETAILS – Dated 07/01/10: (Sheet 1) Changed label in
BENDING DIAGRAMS to from “Bars 5A” to “Bars 6A”, NOTE NUMBERS for Strand
N, and Embedded Bearing Plate A to reference Index 20512; Added epoxy
coating to end of beam; Deleted Bars 4L; (Sheet 2) Changed Interior W6.4
wire to “Optional” for WWR Pieces M; Deleted Bars 4L.
<view
IDS> |
|
20078 |
1-2 of 2 |
20078.pdf |
FLORIDA-I 78 BEAM - STANDARD DETAILS – Dated 01/01/10:
New Design Standard.<view
IDS> |
|
20078 |
1-2 of 2 |
20078A.pdf |
FLORIDA-I 78
BEAM-STANDARD DETAILS – Dated 07/01/10: (Sheet 1) Changed label in
BENDING DIAGRAMS to from “Bars 5A” to “Bars 6A”, NOTE NUMBERS for Strand
N, and Embedded Bearing Plate A to reference Index 20512; Added epoxy
coating to end of beam; Deleted Bars 4L; (Sheet 2) Changed interior W6.4
wire to “Optional” for WWR Pieces M; Deleted Bars 4L.
<view
IDS> |
|
20084 |
1-2 of 2 |
20084.pdf |
FLORIDA-I
84 BEAM-STANDARD DETAILS – Dated 07/01/10: New Design Standard.
<view
IDS> |
|
20096 |
1-2 of 2 |
20096.pdf |
FLORIDA-I
96 BEAM-STANDARD DETAILS – Dated 07/01/10: New Design Standard.
<view
IDS> |
|
20199 |
1 of 1 |
20199.pdf |
BUILD-UP & DEFLECTION DATA FOR AASHTO, BULB-T AND FLORIDA-I BEAMS –
Dated 01/01/10:
Added Florida-I Beams and changed the 3rd sentence in BEAM CAMBER AND
BUILD-UP NOTES. Data Table Updated (See FDOT2008 MR1).
<view
IDS> |
|
20199 |
1 of 1 |
20199A.pdf |
BUILD-UP &
DEFLECTION DATA FOR AASHTO, BULB-T AND FLORIDA-I BEAMS- Dated 01/01/11:
Deleted INSTRUCTIONS TO DESIGNER; Added SECTION A-A location to BUILD-UP
DIAGRAMS; Changed note at CL Beam in SECTION A-A.
<view
IDS> |
|
20210 |
2 of 2 |
20210.pdf |
TYPICAL FLORIDA-U BEAM DETAILS AND NOTES, Dated 01/01/10: Changed
Note 12 and "Timber Blocking" to "Temporary Blocking" in TEMPORARY
BLOCKING detail.<view
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|
20248 |
3 of 3 |
20248.pdf |
FLORIDA U 48
BEAM - STANDARD DETAILS - Dated 01/01/11:
Changed number
of Bars D1 & D2 in BILL OF REINFORCING STEEL.<view
IDS> |
|
20254 |
3 of 3 |
20254.pdf |
FLORIDA U 54
BEAM - STANDARD DETAILS - Dated 01/01/11:
Changed number
of Bars D1& D2 in BILL OF REINFORCING STEEL.<view
IDS> |
|
20263 |
3 of 3 |
20263.pdf |
FLORIDA U 63
BEAM - STANDARD DETAILS - Dated 01/01/11:
Changed number
of Bars D1& D2 in BILL OF REINFORCING STEEL.<view
IDS> |
|
20299 |
1 of 1 |
20299.pdf |
BUILD-UP &
DEFLECTION DATA FOR FLORIDA U BEAMS - Dated 01/01/11:
Deleted
INSTRUCTIONS TO DESIGNER"; Added SECTION A-A location to BUILD-UP
DIAGRAMS; Changed note at CL Flanges in SECTION A-A.<view
IDS> |
|
20350 |
1-3 of 3 |
20350.pdf |
PRESTRESSED SLAB UNITS DETAILS AND NOTES - Dated 01/01/10: New
Design Standard. Data Table Updated (See FDOT2008 MR2)
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IDS> |
|
20350 |
3 of 3 |
20350A.pdf |
PRESTRESSED SLAB UNITS DETAILS AND NOTES – Dated 07/01/10: Deck
overlay clarified as “Fiber Reinforced Concrete”.
<view
IDS> |
|
20353 |
1 of 1 |
20353.pdf |
12" CUSTOM WIDTH PRESTRESSED SLAB UNIT - STANDARD DETAILS - Dated
01/01/10:
New Design Standard.
<view
IDS> |
|
20354 |
1 of 1 |
20354.pdf |
12"x48" PRESTRESSED SLAB UNIT - STANDARD DETAILS - Dated 01/01/10:
New Design Standard.<view
IDS> |
|
20355 |
1 of 1 |
20355.pdf |
12"x60" PRESTRESSED SLAB UNIT - STANDARD DETAILS - Dated 01/01/10:
New Design Standard.
<view
IDS> |
|
20363 |
1 of 1 |
20363.pdf |
15" CUSTOM WIDTH PRESTRESSED SLAB UNIT - STANDARD DETAILS - Dated
01/01/10:
New Design Standard.
<view
IDS> |
|
20364 |
1 of 1 |
20364.pdf |
15"x48" PRESTRESSED SLAB UNIT - STANDARD DETAILS - Dated 01/01/10:
New Design Standard.
<<view
IDS> |
|
20365 |
1 of 1 |
20365.pdf |
15"x60" PRESTRESSED SLAB UNIT - STANDARD DETAILS - Dated 01/01/10:
New Design Standard.
<view
IDS> |
|
20399 |
1 of 1 |
20399.pdf |
OVERLAY & DEFLECTION DATA FOR PRESTRESSED SLAB UNITS - Dated
01/01/10: New Design Standard
<view
IDS> |
|
20399 |
1 of 1 |
20399A.pdf |
OVERLAY &
DEFLECTION DATA FOR PRESTRESSED SLAB UNITS - Dated 01/01/11: Deleted
INSTRUCTIONS TO DESIGNER"; Added SECTION A-A location to BUILD-UP
DIAGRAMS; Changed note at CL Slab in SECTION A-A.<view
IDS> |
|
20400 |
1 of 1 |
|
NOTES
AND DETAILS FOR PRECAST CONCRETE SHEET PILES- Index Deleted 01/01/11:
(See
Index 6040) |
|
20500 |
1 of 1 |
20500.pdf |
COMPOSITE ELASTOMERIC BEARING PADS - PRESTRESSED AASHTO & BULB-T
BEAMS - Dated 01/01/10:
Changed
Index Title.<view
IDS> |
|
20501 |
1 of 1 |
20501.pdf |
BEVELED BEARING PLATE DETAILS - PRESTRESSED AASHTO AND BULB-T BEAMS -
Dated 01/01/10:
Added material specifications to Note 3.
<view
IDS> |
|
20502 |
1 of 1 |
20502.pdf |
BEVELED BEARING PLATE DETAILS - PRESTRESSED FLORIDA U-BEAMS - Dated
01/01/10:
Added material specifications to Note 3
<view
IDS> |
|
20510 |
1 of 1 |
20510.pdf |
COMPOSITE ELASTOMERIC BEARING PADS - PRESTRESSED FLORIDA-I BEAMS – Dated
01/01/10:
New Design Standard
<view
IDS> |
|
20510 |
1 of 1 |
20510A.pdf |
COMPOSITE ELASTOMERIC BEARING PADS- PRESTRESSED FLORIDA-I BEAMS –
Dated 07/01/10: Added offsets & references to Index No. 20512;
deleted PARTIAL SIDE ELEVATION detail; changed dimension ‘C’ for Type K
Pad.
<view
IDS> |
|
20510 |
1 of 1 |
20510B.pdf |
COMPOSITE ELASTOMERIC BEARING PADS - PRESTRESSED FLORIDA-I BEAMS - Dated
01/01/11: Added usage reference to Index No. 20511 in PARTIAL PLAN
WITH END DIAPHRAGM, and Index No. 20512 to PARTIAL PLAN WITHOUT END
DIAPHRAGM. <view
IDS> |
|
20511 |
1-2 of 2 |
20511.pdf |
BEARING PLATE DETAILS - PRESTRESSED FLORIDA-I BEAMS – Dated 01/01/10:
New Design Standard
<view
IDS> |
|
20512 |
1-2 of 2 |
20512.pdf |
BEARING
PLATE DETAILS-PRESTRESSED FLORIDA-I BEAMS – Dated 07/01/10: New
Design Standard with parallelogram shaped bearing plates for use with
beams without end diaphragms.
<view
IDS> |
|
20600 |
1 of 1 |
20600.pdf |
NOTES AND
DETAILS FOR SQUARE PRESTRESSED CONCRETE PILES – Dated 07/01/10:
Deleted Stress Relieved Strand (SR) option.
<view
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|
20602 |
1 of 1 |
20602.pdf |
EDC INSTRUMENTATION FOR SQUARE PRESTRESSED CONCRETE PILES, Dated
01/01/10:
Changed note.
<view
IDS> |
|
20612 |
1 of 1 |
20612.pdf |
12" SQUARE
PRESTRESSED CONCRETE PILE – Dated 07/01/10: Changed ALTERNATE STRAND
PATTERNS.
<view
IDS> |
|
20614 |
1 of 1 |
20614.pdf |
14" SQUARE
PRESTRESSED CONCRETE PILE – Dated 07/01/10: Changed ALTERNATE STRAND
PATTERNS.
<view
IDS> |
|
20618 |
1 of 1 |
20618.pdf |
18" SQUARE
PRESTRESSED CONCRETE PILE – Dated 07/01/10: Changed ALTERNATE STRAND
PATTERNS.
<view
IDS> |
|
20620 |
1 of 1 |
20620.pdf |
20" SQUARE
PRESTRESSED CONCRETE PILE – Dated 07/01/10: Changed ALTERNATE STRAND
PATTERNS.
<view
IDS> |
|
20624 |
1 of 1 |
20624.pdf |
24" SQUARE
PRESTRESSED CONCRETE PILE – Dated 07/01/10: Changed ALTERNATE STRAND
PATTERNS.
<view
IDS> |
|
20630 |
1 of 1 |
20630.pdf |
30" SQUARE
PRESTRESSED CONCRETE PILE – Dated 07/01/10: Changed ALTERNATE STRAND
PATTERNS.
<view
IDS> |
|
20910 |
1-2 of 2 |
20910.pdf |
APPROACH SLABS (RIGID PAVEMENT APPROACHES) - Dated 01/01/11:
(Sheet 1) Added Bars 5B2 (Top) & Bars 5B3 (Bottom) for skewed end and
Deleted INSTRUCTIONS TO DESIGNER; (Sheet 2) Deleted diaphragm line in
VIEW C-C. <view
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|
21100 |
2 of 3 |
21100.pdf |
STRIP SEAL EXPANSION JOINT - Dated 01/01/10:
Changed "Direction of Movement" angle measurement and corrected skew
angle details in MOVEMENT SCHEMATIC; Data Table Updated (See FDOT2008
MR1 or later).
<view
IDS> |
|
21100 |
1 of 3 |
21100A.pdf |
STRIP SEAL
EXPANSION JOINT – Dated 07/01/10: Deleted INSTRUCTIONS TO DESIGNER
and Diaphragm related details.
<view
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|
21100 |
1-2 of 3 |
21100B.pdf |
STRIP SEAL EXPANSION JOINT -
Dated 01/01/11:
Deleted Notes 3 & 4; Changed
Notes 1 & 2; Moved MOVEMENT SCHEMATIC from Sheet 2 to Sheet 1.<view
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|
21110 |
1-2 of 2 |
21110.pdf |
POURED
JOINT WITH BACKER ROD EXPANSION JOINT SYSTEM - Dated 01/01/11:
(Sheet 1) Deleted INSTRUCTIONS TO DESIGNER and Notes 2, 3 &
5 (covered by Spec. 458); (Sheet 2) Added note requiring Sleeve Anchors
at fixed side corners of sidewalk cover plate.
<view
IDS> |
|
21200 |
1-3 of 3 |
21200.pdf |
LIGHT POLE PILASTER - Dated 01/01/10:
Revised TYPICAL SECTIONS and "*" Slip Forming note (Sheet 1); Added new
Sheet 2; Added Bars 4J, Reinforcing Steel Note d, Table 1, and changed
the number of Bars 4G and anchor bolt notes (Sheet 3); Deleted 1" PVC
Weep Hole and Grout Pad (all sheets).
<view
IDS> |
|
21200 |
1-3 of 3 |
21200A.pdf |
LIGHT POLE
PEDESTAL - Dated 01/01/11: Changed Index title and Deleted
INSTRUCTIONS TO DESIGNER.<view
IDS> |
|
21240 |
1 of 2 |
21240.pdf |
MAINTENANCE LIGHTING FOR BOX GIRDERS - Date 01/01/10:
Changed pay item Note 18 and INSTRUCTIONS TO DESIGNER Note 2.
<view
IDS> |
|
21250 |
1 of 1 |
21250.pdf |
ACCESS HATCH ASSEMBLY FOR STEEL BOX
SECTIONS - Dated 01/01/11: New Design Standard Index.
<view
IDS> |
|
21251 |
1 of 1 |
21251.pdf |
ACCESS HATCH ASSEMBLY FOR CONCRETE BOX
SECTIONS - Dated 01/01/11: New Design Standard Index.
<view
IDS> |
|
21300 |
1 of 1 |
21300.pdf |
STANDARD BAR BENDING DETAILS - Dated
01/01/11: Added dimension "H" to Bar TYPE 25.<view
IDS> |
|
21600 |
1 of 7 |
21600.pdf |
TEMPORARY
DETOUR BRIDGE GENERAL NOTES AND DETAILS - Dated 01/01/11: Added
Payment and Applicability notes. Deleted INSTRUCTIONS TO DESIGNER.
<view
IDS> |
|
21802 |
1-2 of 2 |
21802.pdf |
POST-TENSIONING ANCHORAGE PROTECTION -
Dated 01/01/11: (Sheet 1) Changed ANCHOR PROTECTION FOR PT BARS
details for Type 5, 6, & 7; Added new Sheet 2. |
|
21803 |
1-3 of 3 |
21803.pdf |
POST-TENSIONING ANCHORAGE AND GROUTING DETAILS - Dated 01/01/11:
Added Grout Outlet to PT Bar Anchorage End and revised PT Bar Grouting
Details.
<view
IDS> |
|
21900 |
1-7 of 7 |
21900.pdf |
FENDER
SYSTEM - POLYMERIC PILES,
Dated
07/01/11: Changed title, piling, wales and dimensional lumber
notes (Sheet 1); Added polymeric piling details (Sheets 3-7, previously
Index 21910); Changed bolt configuration for connection of Mark D to
Mark F (Sheets 4 & 5); Changed width of wale splice plate (Sheet 5).
<view
IDS> |
|
21910 |
1-5 of 5 |
|
FENDER
SYSTEM - HEAVY DUTY,
Index
Deleted 07/01/11 (See Index 21900) |
|
21920 |
1-5 of 5 |
|
FENDER
SYSTEM - MEDIUM DUTY,
Index
Deleted 07/01/11 |
|
21930 |
1-7 of 7 |
21930.pdf |
FENDER
SYSTEM - PRESTRESSED CONCRETE PILES,
Dated
07/01/11: Changed Title and number of sheets; Added General Notes with
stainless steel wire rope option (Sheet 1), and Schematic Layout details
(Sheet 2); Changed wale splice plate width and bolt configuration for
connection of Mark D to Mark F.
<view
IDS> |
