Special Provisions Final_Review K17981

BID BOOKLET FOR HIGHWAY CONSTRUCTION OREGON DEPARTMENT OF TRANSPORTATION SALEM, OREGON GRADING, DRAINAGE, STRUCTURES, PAVING, SIGNING, ILLUMINATION, SIGNALS, AND ROADSIDE DEVELOPMENT FFO – I-5: HOOD AVE–TUALATIN RVR SEISMIC RETROFIT PACIFIC HIGHWAY MULTNOMAH AND WASHINGTON COUNTIES NOVEMBER 7, 2013 CLASS OF PROJECT DBP-S001(443) CLASS OF WORK BRIDGES AND STRUCTURES BID OF BB001 (03-08-12) (Use this BB001 for the Bid booklet Fill in all appropriate blanks.) DESCRIPTION OF WORK (Fill in the blanks with the same information that is on the plan title sheet except not include the date Remove underline and parentheses.) Grading, Drainage, Structures, Paving, Signing, Illumination, Signals, and Roadside Development FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Pacific Highway Multnomah and Washington Counties TIMES AND PLACES OF RECEIVING BIDS (BID CLOSING) Bid Closing for the work described above will be 9:00:00 a.m on the 7th day of November, 2013 Bids will be received by Wynnette Gentemann, Construction Contracts Manager at the following times and places: Before 8:00:00 a.m on the day of Bid Closing: ODOT Procurement Office 455 Airport Road SE, Building K Salem, Oregon 97301-5348 After 8:00:00 a.m and before 9:00:00 a.m on the day of the Bid Closing: ODOT Procurement Office 455 Airport Road SE, Building K Salem, Oregon 97301-5348 -OR- Oregon Department of Transportation 455 Airport Road SE, Building E Salem, Oregon Bids, Bid modifications, and Bid withdrawals will not be accepted after 9:00:00 a.m on the day of Bid Closing PLACE, TIME, AND DATE OF READING BIDS (BID OPENING) Bid Opening for the work described above will be at Oregon Department of Transportation, 455 Airport Road SE, Building E, Salem, Oregon, beginning at 9:00:00 a.m on the day of Bid Closing COMPLETION TIME LIMIT (Use one of the following four completion time options, as appropriate Fill in the blanks.) (Option When on-site work is to be controlled, use the following.) Complete all Work to be done under the Contract before the elapse of _ Calendar Days, or not later than , whichever occurs first Recording of the elapse of Calendar Days will begin on the day the Contractor begins On-Site Work as defined in 00110.20 (Option When seeding establishment or plant establishment is required, use the following Delete what does not apply Remove parentheses.) Complete all Work to be done under the Contract, except for (seeding establishment) (and) plant establishment, not later than (Option When there are two completion times, use the following Delete what does not apply Remove parentheses in the second paragraph as needed.) There are two Contract Times on this Project as follows: (1) Complete all Work to be done under the Contract at Bridge No 02376B, except for , not later than October 31, 2014 (2) Complete all Work to be done under the Contract (, except for (seeding establishment) (and) plant establishment, ) not later than November 1, 2015 (Option When none of the three options above apply, use the following.) Complete all Work to be done under the Contract not later than _ CLASS OF PROJECT (Delete word which does not apply Remove parentheses.) This is a (Federal-Aid) (State) Project CLASS OF WORK (Use one of the following four paragraphs to list the class of work determined by using the blue "Class of Work" sheet Delete the paragraphs that not apply Select the class(es) from the list below (cut and paste).) The Class of Work for this Project is: Bridges and Structures The Class of Work for this Project is the combination of 1) & 2) The Class of Work for this Project is either: A) , or B) _ The Class of Work for this Project is either: A) , or B) the combination of 1) & 2) _ (Use this list to fill in the blanks above Delete this list when finished.) Earthwork and Drainage Bridges and Structures Painting Rock Production Aggregate Bases Asphalt Concrete Paving and Oiling Portland Cement Concrete Paving Pavement Markings Signing Electrical Landscaping Miscellaneous Highway Appurtenances Buildings APPLICABLE SPECIAL PROVISIONS The Special Provisions booklet applicable to the above-described work, for which Bids will be opened at the place, time, and date stated above, is that which contains the exact information as shown above on this page Bidders are cautioned against basing their Bids on a booklet bearing any different description, date(s), class of project, or class of work SPECIAL PROVISIONS FOR HIGHWAY CONSTRUCTION OREGON DEPARTMENT OF TRANSPORTATION SALEM, OREGON GRADING, DRAINAGE, STRUCTURES, PAVING, SIGNING, ILLUMINATION, SIGNALS, AND ROADSIDE DEVELOPMENT FFO – I-5: HOOD AVE–TUALATIN RVR SEISMIC RETROFIT PACIFIC HIGHWAY MULTNOMAH AND WASHINGTON COUNTIES NOVEMBER 7, 2013 If a prebid meeting is required, place prebid information here Otherwise delete this field SP001 (12-10-09) (Use this SP001 with the Special Provisions booklet blanks.) Fill in all appropriate DESCRIPTION OF WORK (Fill in the blanks with the same information that is on the plan title sheet except not include the date Remove underline and parentheses.) Grading, Drainage, Structures, Paving, Signing, Illumination, Signals, and Roadside Development FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Pacific Highway Multnomah and Washington Counties TIME AND PLACE OF RECEIVING BIDS Bids for the work described above will be opened and read at the Oregon Department of Transportation, 455 Airport Road SE, Bldg E, Salem, Oregon 97301-5348, at 9:00 a.m on the 7th day of November, 2013 COMPLETION TIME LIMIT (Use one of the following four completion time options, as appropriate Fill in the blanks.) (Option When on-site work is to be controlled, use the following.) Complete all Work to be done under the Contract before the elapse of _ Calendar Days, or not later than , whichever occurs first Recording of the elapse of Calendar Days will begin on the day the Contractor begins On-Site Work as defined in 00110.20 (Option When seeding establishment or plant establishment is required, use the following Delete what does not apply Remove parentheses.) Complete all Work to be done under the Contract, except for (seeding establishment) (and) plant establishment, not later than (Option When there are two completion times, use the following Delete what does not apply Remove parentheses in the second paragraph as needed.) There are two Contract Times on this Project as follows: (1) Complete all Work to be done under the Contract at Bridge No 02376B, except for , not later than .October 31, 2014 (2) Complete all Work to be done under the Contract, (, except for (seeding establishment) ( and) plant establishment, ) not later than November 1, 2015 (Option When none of the three options above apply, use the following.) Complete all Work to be done under the Contract not later than CLASS OF PROJECT (Delete word which does not apply Remove parentheses.) This is a (Federal-Aid) (State) Project CLASS OF WORK (Use one of the following four paragraphs to list the class of work determined by using the blue "Class of Work" sheet Delete the paragraphs that not apply Select the class(es) from the list below (cut and paste).) The Class of Work for this Project is: Bridges and Structures The Class of Work for this Project is the combination of 1) _ & 2) The Class of Work for this Project is either: A) , or B) The Class of Work for this Project is either: A) _, or B) the combination of 1) _ & 2) _ (Use this list to fill in the blanks above Delete this list when finished.) Earthwork and Drainage Bridges and Structures Painting Rock Production Aggregate Bases Asphalt Concrete Paving and Oiling Portland Cement Concrete Paving Pavement Markings Signing Electrical Landscaping Miscellaneous Highway Appurtenances Buildings PROJECT INFORMATION Information pertaining to this Project may be obtained from the following: (Use the following two paragraphs for ODOT administered projects Fill in the names, addresses, cities, zip codes, and phone numbers Obtain the information from the Project Leader.) , Project Manager, _ (Address) _, _(City number) ., Email and Zip) _; Phone (phone Rich Watanabe, Area Manager, 123 NW Flanders St., Portland, OR 97209; Phone 503731-8528, Email: Richard.F.Watanabe@odot.state.or.us (Use the following two paragraphs for Consultant or Local Agency administered projects Fill in the names, addresses, cities, zip codes, and phone numbers Obtain the ODOT information from the Project Leader.) (Consultant Project Manager, (Consultant Company _(Address) _, _(City and Zip) _; Phone (phone number) , FAX _(FAX number) _ Name or Local or Local Agency Name) , Agency Name) , (ODOT Name) , ODOT Local Agency Program _(Address) _, _(City and Zip) _; Phone (phone number) Liaison, FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Grading, Drainage, Structures, Paving, Signing, Illumination, Signals, and Roadside Development SP TOC FED (12-06-12) (Follow all instructions If there are no instructions then include the line on all projects Delete what does not apply Remove all instructions before preparing the final document.) TABLE OF CONTENTS FOR SPECIAL PROVISIONS REQUIRED CONTRACT PROVISIONS FOR FEDERAL-AID CONTRACTS (FHWA-1273) ON-SITE WORKFORCE AFFIRMATIVE ACTION REQUIREMENTS FOR WOMEN AND MINORITIES ON FEDERAL-AID CONTRACTS EQUAL EMPLOYMENT OPPORTUNITY PROVISIONS EQUAL EMPLOYMENT OPPORTUNITY-ASPIRATIONAL TARGET PROVISIONS ODOT POLICY STATEMENT DBE PROGRAM DBE SUPPLEMENTAL REQUIRED CONTRACT PROVISIONS ASSIGNED DBE CONTRACT GOAL REIMBURSABLE FEDERAL ON-THE-JOB AND APPRENTICESHIP TRAINING (Use when reimbursable OJT and apprenticeship training is required Obtain information from the Office of Civil Rights Include "Training" bid item with quantity and $20 bid amount.) TRIBAL EMPLOYMENT RIGHTS OFFICE CODE (Use when there is work on the Umatilla Indian Reservation or within the Memorandum of Understanding Exhibit A boundaries.) INDIAN PREFERENCE IN EMPLOYMENT ON FEDERAL-AID HIGHWAY PROJECTS (Use when there is work on the Umatilla Indian Reservation or within the Memorandum of Understanding Exhibit A boundaries.) MEMORANDUM OF UNDERSTANDING (Use when there is work on the Umatilla Indian Reservation or within the Memorandum of Understanding Exhibit A boundaries.) INDIAN GOALS AND COMPLIANCE FEE (Use when there are assigned Indian Employment Preference Goals, assigned Indian Subcontractor Goals, and when there is a Compliance Fee on the project.) RAILROAD CONTRACTOR REQUIREMENTS (Use only with railroad involvement.) PROJECT WAGE RATES WEB SITE ADDRESSES COATING SYSTEM WARRANTY AND PERFORMANCE BOND (Use only on maintenance coating projects.) (INSERT TABLE OF CONTENTS (TOC) FOR SPECIAL PROVISIONS HERE.) (For instructions on how to insert and update a TOC, see the Specification and Writing Style Manual, Chapter 2.6.4.) (Remove these lines before inserting the TOC.) WORK TO BE DONE SECTION 00110 - ORGANIZATION, CONVENTIONS, ABBREVIATIONS AND DEFINITIONS SECTION 00120 - BIDDING REQUIREMENTS AND PROCEDURES SECTION 00130 - AWARD AND EXECUTION OF CONTRACT SECTION 00140 - SCOPE OF WORK SECTION 00150 - CONTROL OF WORK SECTION 00160 - SOURCE OF MATERIALS SECTION 00165 - QUALITY OF MATERIALS SECTION 00170 - LEGAL RELATIONS AND RESPONSIBILITIES 10 FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Grading, Drainage, Structures, Paving, Signing, Illumination, Signals, and Roadside Development The white retroreflective sheeting shall consist of Type IX sheeting conforming to 02910.20 02910.75 Manufacturer's Warranty - Replace the retroreflective Type III…" with the following paragraph: paragraph that begins "For For retroreflective Type III and Type IV sheeting used for permanent signs, provide a Warranty, for a Warranty period of 10 years, for restoring sign panels and replacing sheeting if the sheeting has failed as defined below In the paragraph that begins "For purposed of the Warranty…", replace the bullet that begins "70% of minimum coefficient…", with the following bullet: • 70% of minimum coefficient of retroreflection for designated sheeting or cuttable film according to ASTM D 4956 for the remaining years of the Warranty period for Type III and Type IV sheeting and remaining years of the Warranty period for Type IX sheeting SP2920 (04-08-10) SECTION 02920 - COMMON ELECTRICAL MATERIALS (Follow all instructions If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project but make necessary modifications to only include project specific specifications Delete specifications that not apply to the project.) Comply with Section 02920 of the Standard Specifications modified as follows: 02920.11 Nonmetallic Conduit - Replace the bullet that begins "Liquid-Tight " with the following bullet: • Liquid-Tight Flexible Nonmetallic Conduit - Meet the requirements of Article 351 of the NEC and shall be UL1660 listed 02920.12 Conduit Fittings - Add the following bullets to the end of the bullet list: • Conduit Hub - Hot-dip galvanized malleable iron screw-on style with Neoprene "O" ring • HDPE Fittings - Factory mechanical HDPE coupling with individual reverse locking threads and built in center stop meeting the requirements of ASTM F 2176 (Use the following subsection 22 when standard loop feeders exceed NEC maximum fill rates on small existing conduits Check with Signal Designer.) 02920.22 Cable - Add the following sentence to the end of the "Loop Feeder Cable" bullet: When shown, construct loop feeder circuits of two-conductor No 18 AWG twisted pair shielded cable with drain wire conforming to IMSA 50-2 SPS17981: , FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Section, FinalAdvance 312 FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Grading, Drainage, Structures, Paving, Signing, Illumination, Signals, and Roadside Development 02920.23 Wire - Add the following bullet to the end of the bullet list: • TFFN Wire - Insulated stranded copper wire rated for 194 °F operation in dry locations and be UL listed as TFFN SP2925 (04-08-10) (Use this Section only when subsections 42, 51, 64, 64(d), 64(e), 65(a-1), 65(a-2), 65(b), or 68 are required.) SECTION 02925 - TRAFFIC SIGNAL MATERIALS (Follow all instructions If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project but make necessary modifications to only include project specific specifications Delete specifications that not apply to the project.) Comply with Section 02925 of the Standard Specifications modified as follows: (Use the following subsection 42 when traffic signal control devices are required Obtain information from the Signal Designer.) 02925.42 Traffic Signal Control Devices - Add the following to the end of this subsection: The following changes are made to the September 2001 Standard Specifications for Microcomputer Signal Controller: (Use the following Chapter lead in sentence and 2.1.10 on all off-system, local Agency funded or developed projects.) Replace Chapter 2, Section 1, Unit 10 with the following: (Fill in the blank with CONTRACTOR, COUNTY, CITY, etc as appropriate.) 2.1.10 The traffic signal control program and PROMS with PROM module for the Model 170E will be furnished by the _ (Use the following for all signal cabinets.) 3.1.6.1 Replace "15 amps" with "10 amps" (Use the following when auxiliary files are needed in Model 332 cabinets.) 6.1.1.1 Add the following to the listed items: Auxiliary output file (Use the following when auxiliary files are needed in Model 334 cabinets.) 6.1.1.2 Add the following to the listed items: Auxiliary output file SPS17981: , FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Section, FinalAdvance 313 FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Grading, Drainage, Structures, Paving, Signing, Illumination, Signals, and Roadside Development (Use the following if a Model 400 modem is not required in Model 332 or 334 cabinets.) 6.1.1.4 In the first sentence, remove "with Model 400 Modem" (Use the following when Model 332, 334, 336, 336S, 340, or 344 cabinets are used.) 6.4.2.5.7.1 Replace all with the following: The Model 206 Power Supply Module shall comply with the California Department of Transportation TEES 2009 model 206L (Use the following when Model 332 or 334 cabinets are used.) 6.5.2.1 Replace the last sentence with the following: All spade connectors on wires connecting to the input panel (terminal blocks TB1 through TB10 and DC ground bus) and/or input files (terminal blocks T1 through T15) shall be crimped and soldered to the wires (Use the following when auxiliary files are needed in Model 336s intersection cabinets.) 7.1.1.1 Add the following to the listed items: Auxiliary output file (Use the following when auxiliary files are needed in Model 336S ramp meter cabinets.) 7.1.1.2 Add the following to the listed items: Auxiliary output file (Use the following if a Model 400 modem is not required in Model 336 or 336S cabinets.) 7.1.1.4 In the first sentence, remove "with Model 400 Modem" (Use the following when Model 336 or 336S cabinets are used.) 7.5.2.1 Replace the last sentence with the following: All spade connectors on wires connecting to the input panel (terminal blocks TB1, TB2, and DC ground bus) and/or input files (terminal blocks T1 through T15) shall be crimped and soldered to the wires (Use the following Chapter 8, Section on projects with phone equipped cabinets Choose either phone line or cellular phone line Delete the method that does not apply.) Add the following new Section to Chapter 8: SECTION - TELEPHONE EQUIPPED CABINETS SPS17981: , FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Section, FinalAdvance 314 FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Grading, Drainage, Structures, Paving, Signing, Illumination, Signals, and Roadside Development 8.3.1 General Requirements (Use the following 8.3.1.1 and 8.3.1.2 for cellular phone lines.) 8.3.1.1 Provide and install equipment as shown on Standard Drawing TM423, (Telephone equipped cabinet) Use the following amended parts list: MC 480 installation kit - #FLN3181 Cellular connector - #S1936C Transceiver- #19024NAASC 8.3.1.2 Cellular phone shall have local phone number for the "Installed Signal" location (Use the following 8.3.1.1 for phone lines (non-cellular).) 8.3.1.1 Data transmission between the controller and the remote control locations shall be by standard dial-up telephone line Transmission rate shall support a variable transmission rate determined by autosyncing of the modem The modem shall operate with the controller at any speed or settings the modem establishes with the external source The remote station shall have a dial-up telephone line at the remote control Provide one auto-dial/auto-answer external modem (28,000 bps minimum) for the controller (Use the following lead-in paragraph and Chapter on projects when 2070L controllers are required.) Add the following new Chapter 9: CHAPTER - MODEL 2070 CONTROLLER UNIT SECTION - MODEL 2070L CONTROLLER 9.1.1 Unit Chassis 9.1.1.1 The 2070L Controller shall consist of a 2070 Chassis meeting the following requirements: Lite Cage 2070-1B CPU Module 2070-2A C1 Field I/O Connector Module 2070-4A or 4B Power Supply Module 2070-3B 8x40 LCD Display Module 2070-6A 1200 baud Modem Module Two 2Mb Data Key 9.1.2 Controller and Module 9.1.2.1 The 2070L Controller and module shall meet the following specifications: SPS17981: , FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Section, FinalAdvance 315 FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Grading, Drainage, Structures, Paving, Signing, Illumination, Signals, and Roadside Development Caltrans 2002 TEES TEES Errata 1, October 27, 2003 TEES Errata June 8, 2004 OS-9 Operating System version 3.3 (Ethernet Capable) Controller Boot Code Compatible with NW Signal Voyage Controller Firmware and all included features Tested and approved Boot Codes are: a Econolite - Boot Code 2002 V1.01.08.02d NW or later b Simens/Eagle - Boot Code OS0 V3.3.0 Operating 7.0.0.0.0.15 or later c McCain - Boot Code 01.97 System (Use the following subsection 51 on projects when new vehicle signals or when new pedestrian signals are required Check with Signal Designer before using.) 02925.51 Traffic Signal Lamps - Add the following to the end of this subsection: Provide the following LED modules: Vehicle Signals Indication Color Red Yellow Green Inch Lens Type 12 Inch Lens Type LED LED LED LED LED LED Pedestrian Signals Indication Color Hand Walking Man Numbers Side by Side Type Countdown Type LED LED − LED LED LED Flange mount LED modules Pedestrian signal LED modules may be a combination of indication in one module or single indication in separate modules Side by side LED modules are a combination of indication (both the hand and walking man in one module) Countdown LED modules are a combination of indication (both the hand and walking man overlaid on the left with numbers on the right in one module) SPS17981: , FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Section, FinalAdvance 316 FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Grading, Drainage, Structures, Paving, Signing, Illumination, Signals, and Roadside Development (Use the following subsections 64, 64(d), and 64(e) on projects when polycarbonate vehicle signals are used.) [ Begin subsections 64, 64(d) and 64(e) ] 02925.64 Vehicle Signal - Replace the sentence that begins "Construct vehicle signal " with the following sentence" Construct vehicle signal housings and doors of polycarbonate 02925.64(d) Visors - Replace the sentence that begins "Construct visors of sheet " with the following sentence: Construct visors of polycarbonate 02925.64(e) Backboards - Replace the sentence that begins "Construct backboards of " and the sentence that begins "All backboards shall be " with the following sentence: Construct non-louvered backboards made of polycarbonate [ End subsections 64, 64(d) and 64(e) ] (Use the following subsections 65(a-1), 65(a-2), and 65(b) on projects when new pedestrian signals are required Check with Signal Designer before using.) [ Begin subsections 65(a-1), 65(a-2) and 65(b) ] 02925.65(a-1) Standard - Replace this subsection with the following subsection: (1) Standard - The standard light source shall meet the requirements of 02925.51 02925.65(a-2) Count Down - Replace this subsection with the following subsection: (2) Count Down - The count down shall meet the requirements of 02925.51 (Use this 65(b) when polycarbonate pedestrian signals are used.) 02925.65(b) Housing and Door - In the bullet that begins "Use a one-piece ", replace the words "die-cast aluminum alloy" with the word "polycarbonate" (Remove the following subsection number and title when the above paragraph is used.) 02925.65(b) Housing and Door - Add the following bullets to the end of the bullet list: • When pedestrian signal heads are not utilizing the bottom opening for mounting, be installed with a hex head pipe plug with 1/4 inch drain hole drilled in the bottom of the plug • Be installed with terminal blocks to accommodate wire terminations SPS17981: , FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Section, FinalAdvance 317 FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Grading, Drainage, Structures, Paving, Signing, Illumination, Signals, and Roadside Development [ End subsections 65(a-1), 65(a-2) and 65(b) ] (Use the following lead-in paragraph and subsection 68 on projects when new vehicle signals or new pedestrian signals are required Check with Signal Designer before using.) Add the following subsection: 02925.68 Signal Head Covers - Provide signal head covers that: • • • • Are yellow prefabricated nylon Completely cover visors and can cover the backplate Include a fine mesh insert for signal testing Have integral elastic bands and clips to secure the covers to the signal 02925.71 Video Detection - Add the following subsection: 02925.71 Video Detection - These technical specifications describe the minimum physical and functional properties of a video detection system The entire video vehicle detection system shall consist of the following: Video Detection Module(s) Video System Communication Module Video Camera(s) with sunshield Signal Mast Arm Sensor Bracket(s) 10 Surge Suppressor 11 Programming Devices and/or Software 12 Coaxial/Power Cable 13 All other necessary equipment for operation 14 Training for installation, operation, and maintenance (a) Video Detection System Hardware - Furnish hardware meeting the following requirements: 15 The Video Image Processor (VIP) shall be modular by design and fit directly into NEMA TS1 & TS2 type racks as well as Type 170/179 input files 16 The system shall be designed to operate reliably in the adverse environment of roadside cabinets and shall meet or exceed all NEMA TS1 and TS2, as well as Type 170/179 environmental specifications 17 Ambient operating temperature shall be from –34 to +74 degrees Centigrade at to 95% relative humidity non-condensing 18 The system shall be powered by 12-40 VDC and draw less than amperes 19 The system shall utilize cabinet 24 VDC for rack mount installations 20 Surge ratings shall be set forth in the NEMA TS1 and TS2 specifications 21 Serial communications shall be through an RS232 serial port This port can be used for communications to a laptop to upload/download detector configurations, traffic data, technical events, send software upgrades and remote setup of detectors RS485 on the rear edge connector shall facilitate communications to other VIP boards SPS17981: , FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Section, FinalAdvance 318 FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Grading, Drainage, Structures, Paving, Signing, Illumination, Signals, and Roadside Development 22 Each VIP board shall have optically isolated open collector outputs Twenty (20) additional outputs shall be available via the expansion port The outputs shall be programmed for signaling the presence, the arrival or the departure of vehicles in a minimum of 48 detection zones 23 Each VIP board shall allow for 20 digital inputs via the I/O Expansion port 24 Each VIP board shall have error detection An output contact will open if the video signal is bad or the VIP board is not functioning properly A user defined quality level will automatically put the VIP into a recall state in cases of severe degraded visibility (i.e fog, blizzard, etc.) Normal detection resumes when visibility improves above the user defined quality level 25 Operator selectable recall shall be available via the VIP front panel The operator should have the ability to assign selectable outputs for recall 26 A video select button on the VIP front panel will switch between camera images of the VIP 27 The VIP board shall have video inputs (RS-170 NTSC or CCIR PAL composite video) and one video out 28 The VIP board shall have a reset button on the front panel to reset video detectors to “relearn” the roadway image During “relearn”, selectable recall can be enabled or disabled for immediate operation Learning time of video detectors shall be less than minutes 29 External surge suppression, independent of the VIP board shall separate the VIP from the image sensor 30 The VIP board shall have separate light emitting diodes (LEDs) that indicate: POWER I/O COMM VIDEO & TX & RX OUT1-OUT4 Red to verify power supply Red to indicate communications to expansion boards Red to verify the presence of video input 75 Ohm Red to indicate communications via the RS485 communication Green if the corresponding detection group is active The VIP board shall also have separate buttons for: VIDEO SELECTRECALL RESET VIDEO OUT SERVICE Manually places call or select video on detectors Manually reset detectors to “learn” new background Video out female RCA style connector DB9 female Service port for setup of VIP and for communication with DB9 I/O Expansion port 31 The VIP Expansion board shall also have separate LEDs that indicate: POWER COMM Red to verify power supply Red to indicate communications to VIP board SPS17981: , FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Section, FinalAdvance 319 FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Grading, Drainage, Structures, Paving, Signing, Illumination, Signals, and Roadside Development I/01-I/04 Green if the corresponding detection group is active The VIP Expansion board shall have dip switches that define inputs and outputs used (range: 1-12 or 13-24) (b) Video System Communication Module Hardware - Furnish hardware meeting the following requirements: 32 The Communication board shall be modular by design and housed in either a selfcontained stand-alone unit or fit directly into NEMA TS1 & TS2 type racks as well as Type 170/179 input files 33 The Communication board shall control from to VIP boards allowing for to 12 image sensors 34 The system shall be designed to operate reliably in the adverse environment of roadside cabinets and shall meet or exceed all NEMA TS1 and TS2, as well as Type 170/179 environmental specifications 35 Ambient operating temperature shall be from –34 to +74 degrees Centigrade at to 95% relative humidity non-condensing 36 The system shall be powered by 12-40 VDC and draw less than 750 milliamps 37 Serial and Ethernet (TCP/IP) communications shall be through respectively an RS232 serial port (F DB9 connector) and Ethernet port (RJ-45 connection) These ports can be used for communications to a laptop or modem to upload/download detector configurations, traffic data, technical events, send software upgrades and remote setup of detectors RS485 on the rear edge connector shall facilitate communications to VIP boards 38 Surge ratings shall be set forth in the NEMA TS1 and TS2 specifications 39 The Communication board shall have separate light emitting diodes (LEDs) that indicate: POWER LAN Red LED to verify power supply Red LED to indicate data activity over Ethernet communication VIDEO OUT Video out female RCA style connector RESET Manual reset to re-initialize communications SERVICE DB9 female Service port for setup of communication board and also used for serial/dial-up communication (c) Functional Capabilities - The functional capabilities of the video detection hardware shall meet the following: Video Detection Modules: 40 Real Time Detection 41 Each VIP board shall be capable of processing the video signal of one camera The video signal shall be analyzed in real time (30 frames per second for NTSC video format and 25 frames per second for PAL video format) 42 The system shall be expandable up to 12 cameras that may be connected to different VIP units and programmed independently SPS17981: , FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Section, FinalAdvance 320 FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Grading, Drainage, Structures, Paving, Signing, Illumination, Signals, and Roadside Development 43 The system shall be capable of displaying detectors on the video image with associated outputs Outputs/Inputs status will be indicated on the screen Selectable overlay items will also include the ability to view raw video without any verbiage and/or detectors for surveillance purposes 44 Each VIP board will detect within the view of the connected camera the presence of vehicles in user-defined zones Detectors available shall be presence, queue length, delay, extension, or pulse mode of either arrival or departure of vehicles Delay and extension shall be defined between 0.1 – 99.9 seconds and pulse mode between - 200ms in 33ms increments if NTSC is used and in 40ms increments if PAL is used 45 Queue length detector thresholds can be programmed to generate an output when the queue length is exceeded The system shall delay and/or extend an alarm when the user selected queue length threshold is exceeded for maximum up to 10 seconds 46 Each VIP board shall also detect and collect within the view of the connected camera traffic data of passing vehicles in user-defined zones 47 Collected traffic data by direction shall include: • • • • • • • • Volume (absolute numbers) per length class and per lane Average speed (km/h or mph) per length class and per lane Average gap time (1/10 sec) per length class and per lane Average headway (m or feet) per lane Occupancy (%) per lane Concentration (vehicles/km or mile) per lane Average length (m or feet) per lane Confidence level (0-10) per lane 48 The VIP board shall be programmed without the use of a supervisor computer A standard CCTV monitor and keypad plugged into the VIP serial port will facilitate detector programming 49 The VIP board shall store up to detector configurations It shall be possible to switch between detector configurations manually or automatically by time of day 50 Via the serial port, detector configurations can be uploaded to a laptop and stored on disk 51 Detectors may be linked to 24 outputs and 20 inputs using Boolean Logic features: AND, OR, NOT It will be possible to generate conditional outputs based upon inputs from a controller in combination with the detector states Output response time shall be less than 0.5 ms after activation of the detector 52 It shall be possible to make a detector directional sensitive Options will include an omni-directional detector or a detector that only senses movement: from right to left, left to right, up to down or down to up as you look at the monitor 53 To facilitate “fine tuning” of detection zones a maximum of 20 lines and a minimum of lines may be adjusted within the confines of the detector 54 All detectors and parameters can be changed without interrupting detection For example: when one detector is modified all existing detectors continue to operate, including the one that is being modified When the new position is confirmed, the new detector will enter a learning phase Once the new detector is in function it will take over the job of the old one In this way, the detector is always fully operational with no interruption on any detector, even during modification Learning phases for new detectors shall not exceed minutes SPS17981: , FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Section, FinalAdvance 321 FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Grading, Drainage, Structures, Paving, Signing, Illumination, Signals, and Roadside Development 55 Six detectors per camera may be used as queue length detectors These detectors will detect and store data at user-defined intervals of 1, 2, 3, 5, 6, 10, 15, 30 & 60 minutes It shall be possible for each VIP board to store up to 6713 intervals of data in non-volatile memory 56 Four data detection zones per camera on a two camera VIP board may be used for collection of vehicle count, speed, classification, occupancy, density, headway and gap time 57 Eight data detection zones may be used on a single camera VIP board These detectors will detect and store traffic data at user-defined intervals of 1, 2, 3, 5, 6, 10, 15, 30 & 60 minutes It shall be possible for each VIP board to store up to 6713 intervals of data in non-volatile memory 58 Associated software may be used with a PC to download data and export to a spreadsheet Software will also be used to upload/download detector configurations, traffic data, technical events, send software versions upgrades and remote setup of detectors 59 The VIP board shall have an internal clock with daylight saving time system, which can be enabled or disabled 60 The VIP board shall provide overlaid tool tips for each individual menu- and submenu-items 61 The VIP board shall have an optional password implementation Different userlevels shall be available each having different rights 62 A minimum of 10 users can be defined for each user-level 63 The VIP board shall be able to delay or extend a detector zone output in combination with an input from the controller 64 The VIP board shall detect wrong-way drivers and shall provide an alarm/event via communication board and/or output 65 The VIP board shall provide an alarm and/or output when the user selected queue detection threshold of occupancy is exceeded for more than a user selected time threshold 66 The VIP board shall distinguish three classes of detected vehicles based upon user selectable vehicle length thresholds 67 The VIP shall be able to emulate loop emulation with user selectable loop dimensions (d) Camera - The unit shall be a Monochrome high sensitivity, 1/2” image format CCD camera, designed for professional video surveillance systems Incorporating the latest in CCD technology, the video camera shall provide detailed video without lag, image retention, or geometric distortion Pick-up element 1/2 inch Interline transfer CCD image sensor Number of total pixels 811(H) x 508(V) Number of effective pixels 768(H) x 494(V) Unit cell size 8.4µm(H) x 9.8µm(V) Scanning system 2:1 interlace Synchronizing system Internal Video output Composite Video, Vp-p, 75ohm Unbalanced Resolution (Horizontal) 570TV lines (center) Minimum illumination 0.05 lx F1.6 10 Gamma correction γ ≈ 0.45 11 AGC 5~28dB SPS17981: , FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Section, FinalAdvance 322 FFO – I-5: Hood Ave–Tualatin Rvr Seismic Retrofit Grading, Drainage, Structures, Paving, Signing, Illumination, Signals, and Roadside Development 12 S/N Ratio 50dB (AGC OFF) 13 Standard lens f=3.6mm, F1.6 14 Use environment IEC60529 IP-46 15 Installation Brackets 16 Connection terminal (WAT-300RXS) Video out (BNC), Camera in (BNC), Power 17 Power supply DC +10.8~13.2V (12V+/-10%) 18 Current 170mA 19 Operating temperature -10 +40 degrees C 20 Storage temperature -30 +70 degrees C 21 Dimensions 75.0(W) x 71.0(H) x 70.0(D)mm 22 Weight Approx 200g (standard with cable) 23 Accessories Receiver (WAT-300RXS) Sunshield (fabricated by Kar-Gor, Inc.) 24 Power supply (AD-901) (e) Surge Protection - A video surge suppressor(s) shall be available for installation inside the traffic signal controller cabinet The suppressor shall provide coaxial cable connection points to an EDCO CX06-BNCY or approved equal transient suppresser for each image sensor 25 Peak Surge Current (8 x 20 us) 5KA 26 Technology Hybrid, Solid State 27 Attenuation 0.1dB @ 10Mhz 28 Response Time