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Game Boy Color
Nintendo · Released October 21, 1998

Game Boy Color

Handheld Consoles
—/10What the pros sayPendingExpert consensusSee score breakdown ↓
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Product data

Full specifications

499 attributes, grouped for quick scanning. Spot a wrong value? Hit the next to it.

Determine the air-dry unit weight as follows
1. Test three 6-inch-diameter by 12-inch-tall cylinders.
Radar unit must
1. Be able to detect up to 3 lanes of approaching traffic
LED character display must
1. Consist of two 7-segment, solid-state, numeric characters
Driving a vehicle and recording the speeds displayed
2.1. By the vehicle speedometer
Traffic monitoring station system includes
1. Foundations
Polycarbonate screen that
2.1. Has a nominal thickness of 1/32 inch
Module must be a sealed unit with
2.1. 2 color-coded conductors for the power connection except lane control modules must use 3
Photoelectric unit must
1. Have a screen to prevent artificial light from causing cycling.
Controller unit
Part of the controller assembly performing the basic timing and logic functions.
Gate unit for a chain link fence
1 gate with fittings, hardware, and gate and latch posts with braces.
Gate unit for a barbed wire or wire mesh fence
1 gate with fittings, hardware, and gate posts with
National Voluntary Laboratory Accreditation Program
U.S. Department of Energy program that
Cable used in the frame must
1. Be wire rope
Securely attached to door and frame and have
1. Vertical staple consisting of a rod with a diameter of at least 1/8 inch
Check the door frame as follows
1. Squareness at the door rabbet on a line 90 degrees from the jamb perpendicular to frame head
Storage cabinets must
1. Be wall mounted, steel, and bolted or welded construction
The door frames must
1. Be fabricated from 0.067-inch-thick galvannealed steel sheet, 5-1/2 by 2 inches in section
Do not use an epoxy component if any of the following occur
1. Evidence of crystallization
Steam curing must comply with the following
1. After placing the concrete, hold it for a 4-hour minimum presteaming period. If the ambient air
Volumetric mixers must comply with the following
1. Aggregate feeders must connect directly to the drive on the cement vane feeder.
The minimum required compressive strength
SCM Test submittal required
Label each curing compound container with
1. Manufacturer's name
The curing compound must be manufactured to
1. Remain sprayable at temperatures above 40 degrees F
Compound number specified
Curing
Admixtures must comply with the following
1. Chemical admixtures must comply with ASTM C494
Compliance
1. Suspend the concrete placement at the completion of the current pour
Concrete test samples must comply with the following
1. When tested under California Test 533, the difference in penetration values must not exceed 1/2 inch.
Examples
Orange (Ora), San Mateo (SM).
Ramp metering system includes
1. Foundations
Sign lampholder must
SECTION 87 ELECTRICAL SYSTEMS
Lamp must
1. Be an 85 W induction type with a fluorescent, phosphor-coated, interior wall
Submit a sample size as shown in the following table
Electrical Material Sampling
Low-pressure sodium lamp must
1. Be a 180 W, single-ended, bayonet-base, tubular, gas-discharge lamp
Have clamping brackets that
3.1. Are made of corrosion-resistant materials or treated to prevent galvanic reactions
Each sensor must
SECTION 86 GENERAL
Have dimensions complying with one of the following
4.1. Department's standards for pull covers as shown if the lockable cover is secured to the inside
Materials must comply with
1. FCC rules
Junction temperature
Temperature of the electronic junction of the LED device. The junction
Correlated color temperature
Absolute temperature in kelvin of a blackbody whose chromaticity most
A completed traffic stripe must
1. Have clean, well-defined edges without running or deformation
Comply with the following
1. Sheet metal must be commercial-quality galvanized sheet steel that is smooth and free of kinks,
Crimped sleeve clamps and stop sleeve clamps must
1. Be nonferrous metal
Crimped sleeve clamps and stud socket assemblies must
1. Be metal
Coal tar epoxy complying with either of the following
2.1. SSPC-Paint 16, Coal Tar Epoxy-Polyamide Black Paint
Sample sizes shown in the following table
Metal Target Plate Sampling
The simple span lengths shown in the following table
Panel type Nominal panel
The sign must be imprinted with the following information
1. Phrase Property of the State of California
Steel fastener components for general applications
Bolts and studs ASTM A307
Fabricate the booster pump as follows
1. Install the inlet and outlet valves inside the booster pump enclosure.
For vertical pumps
1. Casing must be close-grained cast iron with replaceable stainless steel wearing ring
For horizontal pumps
1. Casing must be close-grained cast iron with a replaceable bronze wearing ring
Following components
pump, pump controller, booster pump enclosure, manifold, inlet and outlet valves,
Test each booster pump at the following test points
1. Zero flow rate (cutoff head)
Sump light switches at remote pump station must
1. Be single-pole, 2-position maintained, 10 A, 120 V(ac) rotary switches
Sump lights must
1. Be NRTL listed and labeled for Class 1, Division 2 locations
Pumps as follows
1. Alternate pumps for each lead pump operation
The air compressor must
1. Have a 120 V(ac), ±1/20 hp shaded pole motor with integral overload protection
Terminal blocks must comply with NEMA ICS 4 and be
1. DIN rail mounted or attached to the enclosure
Drainage pump impellers must be
1. Dynamically balanced.
Drainage pumps must have cast iron
1. Casings
Pump curve
1.1. Identified test points used to generate the pump curve.
The drainage pump data must include
1. Pump components
Alternatives to maintain the total pumping capacity
1. Stage activities such that the entire pumping plant is complete and able to maintain total pumping
Pumping plant maintenance must include
1. Removing dirt and debris from the storage boxes, entrance bay, pump sump and drainage inlets
Upon completion of pumping plants
1. Maintain total pumping capacity
For existing pumping plants
1. Stage removal activities such that the total pumping capacity is maintained
Submit shop drawings for the pumping equipment including
1. System layout
Comply with ASTM A1084 except weld shears must be
3.1. 600 lb minimum for 11-gauge wire
Cementitious materials must comply with section 90-1 except
1. Use of SCM is not mandatory
Temporary pipe plug must be one of the following
1. Wall of minor concrete not less than 6 inches thick
Install stamped concret e drainage inlet markers by
1. Imprinting uncured concrete with an authorized concrete stamp for drainage inlet markers
Ckfill must comply with the following table
Gradation of Structure Backfill for Plastic Pipe
The payment quantity for temporary culvert
1. Is the length measured along the centerline of the pipe and parallel with the slope line.
Battery must
1. Be deep-cycle, sealed, prismatic, lead-calcium-based, absorbed-glass-mat, valve-regulated, lead-
Have a power supply with
ANSI/IEC rating of at least IP65. 3.1.
Power meter
A portable fiber optic test equipment that, when coupled with a light source, is used to
Power factor
Ratio of the real power component to the complex power component.
For volumetric proportioning of RPC
1. The volumetric container must be imprinted with manufacturer’s name, model number, serial number,
At the time of batching volumetric-proportioned RSC
1. Aggregates must be dried and drained to a stable moisture content. Do not proportion aggregates
Certified test data and trial batch reports must include
1. Date of mixing
Trial batch test reports must show that
1. Average compressive strength for 5 consecutive concrete cylinders taken from a single batch and
Connectors must be
1. 0.1-inch ceramic ferrule pre-radiused type
Interconnection conduit and cable includes
1. Pull boxes
Install a fuse splice connector with a fuse
1. In each ungrounded conductor for luminaires
Adjustable connection that
3.1. Provides incremental tilting from 0 to 10 degrees above or below the horizontal
For Type 60K portable concrete barrier
SECTION 83 RAILINGS AND BARRIERS
Self-tapping screws for sleeve connections must
1. Be stainless steel with hex-heads
Quality assurance for PC concrete includes
1. Your QC program
Tolerances shown in the following table
Mix design element Tolerance (±)
Salt spray resistance
ASTM B117e
The anchored cover must
1. Be of 1/2-inch-thick mild steel, hot dip galvanized, post fabrication.
Illuminance gradient
Ratio of the minimum illuminance on a 1-foot square of sign panel to that on an
Ambient sound sensing microphone
Microphone that measures the ambient sound level in dB and
Facilities. Drainage appurtenances include
1. Miscellaneous metal appurtenances
A single anchor assembly includes
1. 2 pipe stakes with necessary hardware
Geomembrane must be
1. Polyethylene or polypropylene
Manufactured from one of the following
1. Polyester
From one of the following
1. Polyester
Every 5 meters along the edge of the material except for
1. Paving mat
For each type of geosynthetic submit
1. Certificate of compliance
Concrete
1. Soak blocks in water for 24 hours at 77 ± 2 °F. Remove and wipe off excess water.
Hown in the following table
Epoxy Resin Adhesive for Injection Grouting of Concrete Pavement
Kit
Two proportioned epoxy components packaged together.
Asphaltic emulsion is delivered
3.1. Trucks with each tank calibrated and accompanied by its measuring stick and calibration card
Distillation test
Penetration, 25 °C AASHTO T 49 100–200 40–90 100–200 40–90
Evaporation test
Penetration, 25 °C AASHTO T 49 100–200 40–90 100–200 40–90
Distillation
Oil distillate by volume of emulsion (max, %) 3 3
Modified asphalt binder
Asphalt binder modified with polymers, crumb rubber, or both.
Paint must
1. Be manufactured ready for application. Do not add materials such as thinners after manufacture.
Labeled with
8.1. State Specification number if described
Paint containers must be
1. New
RPC must not contain
1. Accelerating admixture
If HSA is used
1. Add HSA to RPC within 4 hours after original batching.
Submit the following with the weighmaster certificate
1. Weight or volume of RPC
Hydration stabilizing admixture (HSA)
Extended set retarding admixture that controls and predictably
Returned plastic concrete (RPC)
Excess concrete that is returned to a concrete plant in a plastic state
The mock-up must demonstrate that the SCC will
1. Flow for the distance required by the proposed construction procedure
Pecimens as follows
1. Place the test molds on a firm, flat surface to prevent distortion of the bottom surface.
If a mock-up is specified
3.1. Details and placement procedures for the mock-up
Submit the following before placing SCC
1. Mix design and placement procedures.
Self-consolidating concrete (SCC)
Flowing concrete that is capable of spreading to a level state
Nimum frequencies shown in the following tables
Aggregate QC Tests
For tier 3 PC concrete members
1. Assign a QC inspector who has one of the following qualifications
For tier 1 and tier 2 PC concrete members
1. Fabricate PC concrete members at a plant on the Authorized Facility Audit List
Tier 3 consists of
3.1. Pipes
Tier 2 consists of
2.1. Components of earth retaining systems
Tier 1 consists of
1.1. Components of bridge structures, including girders, deck panels, bent caps, abutments, slabs,
Documentation that
2.1. You have evaluated all tests
Submit a revised QC plan for any changes to
1. Concrete plants
Manual prepared by the precasting plant that includes
2.1. Equipment description
Each project-specific QC plan must include
1. Name of the precasting plant, concrete plants, and any testing laboratory to be used.
RSC must be one of the following
1. Concrete complying with section 90-1. You may use Type III portland cement.
The weighmaster certificate for the cement must include
1. Date of proportioning
Conditions contributing to quick stiffening are
1. Elapsed time of 1.5 hours in agitating hauling equipment or 1 hour in nonagitating hauling equipment
The waterproof membrane method must consist of
1. Spraying the exposed finished concrete surfaces with water, using an atomizing nozzle that forms a
The concrete mix design must satisfy the following equation
Equation 5
Equation 4
2 x (UF + FA + FB + SL)/TC ≤ 1.0
Equation 3
1203
The SCM must satisfy the following equations
Equation 2
Satisfying the following equation
Equation 1
Penetration and free water content limitations if you
1. Receive authorization to increase the cementitious material content per cubic yard of concrete
Reinforced concrete structures with
Sections over 12 inches thick 0–1.5 -- 2.5 --
Use the following procedure to make hand-mixed concrete
1. Measure the quantity of coarse aggregate in measuring boxes.
If you use an admixture to retard the set time
3.1. Concrete temperature must not exceed 85 degrees F
Following limits
1. Complete the discharge within 1.5 hours or before 250 revolutions of the drum or blades, whichever
Liquid admixture dispensers must
1. Have enough capacity to measure at 1 time the total quantity of admixture required for each batch of
Combinations
1. Separate boxes and separate scale and indicator for weighing each aggregate size
At the time of batching
1. Aggregates must be dried and drained to a stable moisture content such that no visible separation of
Is used for furnishing concrete for the work
1. Prevent intermingling of different aggregate sizes by using measures such as the physical separation
Construction
1. Type A or F, water-reducing
Using distilled or deionized water
2.1. Change of more than 25 percent in the setting time of cement when tested under ASTM C191
Aggregate
Sieve
Sand equivalent
Operating range (min)
Aggregates must have
1. Characteristics that enable the production of workable concrete within the limits of water content
Equation 2
MC - MSCM - PC ≥ 0
Equation 1
[(25 x UF) + (12 x FA) + (10 x FB) + (6 x SL)]/MC ≥ X
The quality characteristics shown in the following 2 tables
Chemical quality characteristic
In the following 2 tables
Chemical quality characteristic
Each SCM must be one of the following
1. Fly ash complying with AASHTO M 295, Class F, and either of the following
Certified test data must show that
1. Results of 90 percent or more of at least 20 consecutive tests exceed the compressive strength
The weighmaster certificate must show
1. Mix identification number.
Reclaimed aggregate
Aggregate that has been recovered from plastic concrete by washing away the
Free water
Total water in the concrete mixture minus the water absorbed by the aggregates in reaching a
Traffic management system elements include
1. Ramp metering system
For fiber optic cable turns at
3.1. Beginning of the turn
Place labels on the cables at the following points
1. Fiber optic splice vault entrance and exit
For installation of fiber optic cable using mechanical aids
1. Maintain a cable bend radius at least twenty times the outside diameter of the cable
Fiber optic markers must be
1. Type K-2 (CA) object markers for splice vaults or pull boxes
Splice trays must
1. Have brackets to spool incoming fibers a minimum of 2 turns.
The housing must
1. Be a 19-inch rack mountable modular metal enclosure
A fiber optic splice enclosure must
1. Be a maximum of 36 by 8 inches
SC
Splice Cabinet
SV
Splice Vault or Fiber Optic Vault
WS
Weigh-Station Bypass System
WM
Weigh In Motion
RW
Roadway Weather Information System
EM
Extinguishable Message Sign
HA
Highway Advisory Radio
TM
Traffic Monitoring/ Count Station/Vehicle
RM
Ramp Meter
CM
CMS
TV
CCTV Camera
The fiber optic riser cable must
1. Comply with ICEA S-104-696
The fiber optic cable must
1. Comply with 7 CFR 1755.900 to 1755.902 and ANSI/ICEA S-87-640
The cover must
1. Be in two-piece torsion-assisted sections for non-rounded enclosures
A splice vault must
1. Comply with section 86-1.02C, AASHTO HS 20-44, and AASHTO M 306.
The OTDR test consists of
1. Inspecting the cable segment for physical damage.
Proof of calibration for the test equipment including
3.1. Name of calibration facility
Or the ANSI-ASQ National Accreditation Board (ANAB) for
2.1. Water penetration
A fiber optic cable system includes
1. Conduit and accessories
LEDs must
1. Be amber and have a wavelength from 590 to 600 nm andrated for minimum 100,000 hours
Characters must
1. Be a minimum 15 inches in height
Cover must be
1. Vandal resistant and shock absorbent
Radar speed feedback sign system test consists of
1. Turning on the radar speed feedback sign system
Submit 2 copies of
1. Test data report complying with NEMA-TS-2 for the vehicle speed feedback sign
Radar speed feedback sign system includes
1. Foundations
Changeable message sign system includes
1. Foundations
A pedestrian hybrid beacon system includes
1. Foundations
The enclosure must have one of the following finishes
1.1. Powder coating.
Flashing beacon system includes
1. Foundations
Sign must
SECTION 87 ELECTRICAL SYSTEMS
Signal and lighting system includes
1. Foundations
Door must
1. Hold a refractor or lens
Housing must
1. Be corrosion resistant and suitable for wet locations
Galvanized steel plate finished with one of the following
3.1. Polymeric coating
Embly made of one of the following materials
1. Cast aluminum
Sign illumination system includes
1. Foundations
For a pendant soffit luminaire
1. Cast in place the inserts for the no. 8 pull box during concrete placement for a new structure
For a flush-mounted soffit luminaire
1. Prevent concrete from getting into the housing during pouring of the concrete for the structure
Prismatic refractor
2.1. Made of glass
Wall-mounted luminaire must have
1. Cast metal body
Prismatic refractor made of heat-resistant polycarbonate
2.1. Mounted in a door frame
Flush-mounted soffit luminaire must have
1. Metal body with two 1-inch-minimum conduit hubs and a means of anchoring the body into the
Ballast must be
1. Mounted within a weatherproof housing that integrally attaches to the top of a luminaire support
Lighting system includes
1. Foundations
Asphaltic emulsion sealant must
1. Be used for filling slots in asphalt concrete pavement of a maximum width of 5/8 inch
Use Method B as follows
1. Cover the splice area completely with an electrical insulating coating and allow it to dry
Use heat-shrink tubing as follows
1. Cover the splice area completely with an electrical insulating coating and allow it to dry.
You may splice
1. Grounded conductors in a pull box
Road. Equipment identification characters consist of
1. R1 for Roadway 1, R2 for Roadway 2, R3 for Roadway 3, and R4 for Roadway 4
Place the characters on the side facing traffic on
1. Front doors of cabinets and service equipment enclosures.
Top
1. 1 foot 6 inches above the grade for Type M and 336L cabinets
If a Type 2 conduit or conduit coupling coating is damaged
SECTION 87 ELECTRICAL SYSTEMS
Use Type 1 conduit
1. On all exposed surfaces
Collection as follows
1. Capacitance must be 20 percent of the sensor's data sheet as provided by the manufacturer
Following location test in the presence of the Engineer
1. Within a 10 foot radius of the electronic marker, slowly move the locator toward the marker to
Each submersible transformer must
1. Include a handle and a hanger.
Each transformer must
1. Include metal half-shell coil protection
The electronic marker locator must
1. Be compatible with the electronic marker
An electronic marker must
1. Be passive
Hot-melt rubberized asphalt sealant must
1. Be in solid form at room temperature and fluid at an application temperature range from 190 to 205
Switch for the push button must have
1. Plunger actuator and a U frame to allow recessed mounting in the push button housing
Enclosure for the accessible pedestrian signal must
1. Weigh less than 7 lb
Accessible pedestrian signal must
1. Have electronic switches, a potentiometer, or an access port for a device for controlling and
ASTM D3935 and the module must have
1. Ultra-bright-type LED rated for 100,000 hours of continuous operation.
Deep and without
1. Visor
Ignal Indicators
Light Emitting Diode (LED) Signal Modules.
Of the following
1. Outside cylinder constructed of sheet steel with a minimum nominal thickness of 0.030 inch and
Identification must include
4.1. Month and year of manufacture
Plastic housing must
1. Be molded in a single piece or fabricated from 2 or more pieces joined into a single piece
Specified in the following table
i
The signal housing must
1. Be die-cast aluminum, permanent mold-cast aluminum, or if specified, structural plastic
Signal section must have
1 Opening at the top and bottom for a 1-1/2-inch pipe
Signal face must
1. Be adjustable and allow for 360-degree rotation about the vertical axis
Signal mounting assembly must include
1. 1-1/2-inch-diameter steel pipe or galvanized conduit
Circuit breaker for a service equipment enclosure must
1. Be quick-break on either automatic or manual operation
Type II and III service equipment enclosures must
1. Be made of 0.125-inch minimum thickness 5052-H32 aluminum sheet complying with ASTM B209.
Minimum 10-foot length of one of the following
2.1. Galvanized steel rod or pipe not less than 3/4 inch in diameter
Grounding electrode must be
1. 1 piece
Fuses must
1. Be standard, midget, ferrule type
Rcuit. Switch must be
1. Single-hole mounting, toggle type
Consists of
1. Manufacturer's name or trademark
Splicing materials include
1. Connectors
The direct burial aluminum cable must
1. Be a metal-clad type
Ith
1. Manufacturer's name or trademark
Printed message content CAUTION
CALTRANS FACILITIES BELOW
The pull box insert must
1. Be made of minimum 3/16-inch-thick or 10 gauge mild hot-dipped galvanized steel
The lockable cover must
1. Be manufactured from minimum 3/16-inch-thick galvanized steel or a polymer of minimum strength
The steel cover must
1. Be countersunk approximately 1/4 inch to accommodate the bolt head. When tightened, the hold
The load rating must be
1. Stenciled or stamped on the inside and outside of the pull box
A pull box cover must have a marking on the top that is
1. Clearly defined
Polyethylene for innerduct must
1. Comply with ASTM D3485, D3035, D2239, and D2447, and NEMA TC7 and TC2
Arked with
7.1. Manufacturer's name
Innerduct must be
1. HDPE tubing or fabric mesh pouch.
Sealing plug must
1. Be reusable
Submit for an LED luminaire
1. Maximum power in watts
The digital file must consist of
1. Longitudinal and latitude coordinates, in accordance with the WGS84 reference coordinate system.
Vibrotactile pedestrian device
Vibrotactile pedestrian device as defined in the California MUTCD.
Vehicle
Vehicle as defined in the California Vehicle Code.
Traffic phase
Traffic phase as defined in the California MUTCD.
Traffic-actuated controller assembly
Assembly for operating traffic signals under the varying demands
Total harmonic distortion
Ratio of the rms value of the sum of the squared individual harmonic
Surge protection device
Subsystem or component that protects equipment against short-duration
Street side lumens
Lumens from a luminaire directed to light up areas between the fixture and the
Signal standard
Pole with or without mast arms carrying 1 or more signal faces.
Signal section
Signal section as defined in the California MUTCD.
Signal indication
Signal indication as defined in the California MUTCD.
Signal head
Signal head as defined in the California MUTCD.
Signal face
Signal face as defined in the California MUTCD.
Segment
A continuous cable terminated by 2 splices, 2 connectors or 1 splice and 1 connector.
Push button locator tone
Push button locator tone as defined in the California MUTCD.
Push button information message
Push button information message as defined in the California
Pull box
Box with a cover that is installed in an accessible place in a conduit run to facilitate the pulling
Pretimed controller assembly
Assembly operating traffic signals under a predetermined cycle length.
Powder coating
Coating applied electrostatically using exterior-grade, UV-stable, polymer powder.
Pedestrian change interval
Pedestrian change interval as defined in the California MUTCD.
Optical time domain reflectometer (OTDR)
Fiber optic test equipment that is used to measure the total
Mid-span access method
Procedure in which fibers from a single buffer tube are accessed and spliced
Luminaire
Assembly that houses the light source and controls the light emitted from the light source.
LM-80
Test method from the Illumination Engineering Society of North America specifying the test
LM-79
Test method from the Illumination Engineering Society of North America specifying the test
Link
Part of a system which provides a data connection between a transmitter and receiver.
Lighting standard
Pole and mast arm supporting the luminaire.
L70
Extrapolated life in hours of the luminaire when the luminous output depreciates 30 percent from the
Inductive loop detector
Detector capable of being actuated by an inductance change caused by a
House side lumens
Lumens from a luminaire directed to light up areas between the fixture and the pole,
Flashing beacon control assembly
Assembly of switches, circuit breakers, terminal blocks, flasher,
Flasher
Device for opening and closing signal circuits at a repetitive rate.
Electrolier
Assembly of a lighting standard and luminaire.
Detector
Detector as defined in the California MUTCD.
Controller assembly
Assembly for controlling a system's operations, consisting of a controller unit and
CALiPER
Commercially Available LED Product Evaluation and Reporting. A U.S. Department of Energy
Channel
Discrete information path.
Audible speech walk message
Audible prerecorded message that communicates to pedestrians which
Ambient sound level
Background sound level in dB at a given location.
Actuation
Actuation as defined in the California MUTCD.
Accessible walk indication
Activated audible and vibrotactile action during the walk interval.
Accessible pedestrian signal
Accessible pedestrian signal as defined in the California MUTCD.
Do not construct rumble strips
1. On structures, approach slabs, or concrete weigh-in-motion slabs
Rumble strip
Band of raised material or indentations formed or grooved in the traveled way on the
Pavement markings if
1. Freshly painted surfaces could become damaged by rain, fog, or condensation
Air-atomiz ed spray equipment must
1. Be equipped with oil and water extractors and pressure regulators
Be equipped with
4.1. Pointer or sighting device at least 5 feet long extending from the front of the machine
The striping machine must
1. Have rubber tires
Lor shown in following table
Paint Specifications
Traffic stripe
Longitudinal centerline or lane line used for separating traffic lanes in the same direction of
Pavement marking
Transverse marking such as (1) a limit line, (2) a stop line, or (3) a word, symbol,
For a concrete barrier transition
1. Remove portions of the existing concrete barrier where shown
Using one of the following methods
1. Comply with section 51.
Concrete barrier must
1. Be earthy material suitable for the purpose intended
For Type 80SW concrete barriers
1. Tubular handrailing and tubular lower rail must comply with the specifications for tubular handrailings
Concrete barrier work includes
1. Bar reinforcing steel, including the length that extends from the barrier into decks, walls, and footings
Cables must
SECTION 83 RAILINGS AND BARRIERS
Turnbuckles must
1. Be commercial quality
In freeze-thaw areas
1. Concrete must contain at least 675 pounds of cementitious material per cubic yard
For thrie beam barrier on bridges
1. Threaded rods must comply with ASTM A307
Construct midwest guardrail systems using
1. Wood or steel line posts.
Steel plates if
1. Depth, width, and average thicknesses of the welded section are at least equal to those of the rolled
Excitation purity of 3 percent maximum
4.1 As received
Roadside sign
Traffic sign with 1 or more sign panels attached to a supporting structure consisting of 1
For a Type H panel
1. Channel edges must be screwed to the tube channel edges with self-tapping hex head stainless steel
For a Type B panel
SECTION 82 SIGNS AND MARKERS
The panel must be
1. At least 0.135 inch thick
The plastic must
1. Be acrylic modified and UV stabilized for outdoor weatherability.
A fiberglass-reinforced plastic panel must
1. Be on the Authorized Material List for signing and delineation materials
The sign information must
1. Be imprinted in 1/4-inch upper-case letters and numerals on the back, lower right of each sign panel
Each package must be marked with
1. Manufacturer's name
A flexible post must be
1. White except where shown as yellow
Excitation purity of no more than 3 percent
4.1 As received.
Each pressed steel fitting must
1. Have a nominal thickness before galvanizing of at least 0.135 inch
Each post must
1. Comply with ASTM F1083
The barbless wire must
1. Comply with ASTM A641/A641M
The hardware cloth must
1. Comply with ASTM A740
Each hold down pin must
1. Be U-shaped, with 2 minimum 6-inch long legs
Each T post must
1. Comply with ASTM A702
Have a flat tubular cross section with
SECTION 80 FENCES
Each plastic slat must
1. Be a HDPE with UV inhibitors
Each wood slat must have
1. Thickness of at least 1/4 inch
Wood slats must be one of the following
1. Clear redwood
Turnbuckles and truss tighteners must be
1. Commercial-quality steel, malleable iron, or wrought iron
The wire for the fabric must be
1. 11 gauge for a fence 84 inches or less in height
Inhibitor. For these coatings
2.1. Coating thickness must be at least 0.3 mil.
Weathering device under one of the following
1.5.1. ASTM G152, cycles 1, or 3 Carbon Arc artificial weathering device.
Linked organic coating. For this combination coating
1.1. Thickness of the zinc coating must be at least 0.9 mil as determined from the average results
Posts and braces
Framework that supports the metal fabric for chain link fence. Posts and braces
Diamond count
Number of mesh openings in each height of chain link fence.
Set solid each wood line post one of the following ways
1. Drive it into place.
Vertical stays for gateways must be
1. Pretwisted
Each ground rod must
1. Be galvanized or copper-coated steel
Wire mesh must
1. Comply with ASTM A116, Type Z, Grade 60, Class 1
Vertical stays must
1. Comply with ASTM A641
Be one of the following
3.1. 12-1/2 gauge, Class 1
Barbed wire must
1. Comply with ASTM A121
For each round post and brace
1. Peel to remove the outer bark and inner cambium bark except minimal strips of inner bark may
Each round post and brace must be free from
1. Decay
Each treated wood post and brace must be
1. Douglas fir, Hem-Fir, Southern yellow pine
Each untreated wood post and brace must be
1. Redwood, cedar, Douglas fir, or Southern yellow pine
Each brace and brace post must have
1. Length of at least 7 feet
Corner
Change in a line where the angle of deflection exceeds
Alignment angle
Change in a line where the angle of deflection is less than
The payment quantity for fence is the length measured
1. Parallel to the ground slope
The Department does not require
4.1. Galvanizing or painting of steel elements
Same type except
1. Used materials may be incorporated in the fence if the materials are good, sound, and suitable for the
Obliterate a road or detour by doing one of the following
1. Placing an earth cover at least 6 inches thick
During construction
1. Move each mailbox to clear the way for your activities. Each mailbox must be accessible for delivery
Anti-graffiti coating must
1. Be a nontoxic, sacrificial, nonflammable, water-based coating designed for protecting concrete from
Before applying the stain
1. Identify and obtain authorization for the areas to be stained
The staining subcontractor must
1. Have experience staining textured concrete or sculpted shotcrete surfaces to simulate the
For each project include
2.1. Project description
Prestaining meeting
1. Summary of the staining subcontractor's experience that demonstrates compliance with section 78-
Stain must
1. Contain dilute acid that penetrates and etches the surfaces
The test panel must be
1. Stained using the same personnel, materials, equipment and methods to be used in the work
Grit must be
1. Commercial-quality aluminum oxide, silicon carbide, or almandite garnet grit particles
Fiberglass pipe and fittings must
1. Comply with ASTM D2996
Submit a work plan for placing the nonskid surface showing
1. Application method
Miscellaneous bridge metal consists of
1. Structural steel and cast steel portions of bearing plates, bars, rockers, assemblies, and other
Grates must be produced from one of the following
1. Structural steel complying with either of the following
Repair damaged galvanized surfaces as follows
SECTION 75 MISCELLANEOUS METAL
Galvanized after fabrication
ASTM A123/A123M except the weight
Galvanized before fabrication
A
Gray iron castings
Inside a roadbed AASHTO M 306
General applications
Bolts, screws, studs, threaded rods, and
In HS joints
Bolts ASTM F3125, Grade A325, Type 1
Pressure gauges must
1. Comply with ASME B40.100, Grade B
The VFD must
SECTION 74 PUMPING EQUIPMENT AND CONTROLS
Lights for the following conditions
3.1. Power on
Record the following for each test point
1. Motor rpm
With tabbed dividers. Organize each manual as follows
1. Index
Insulate splices using the following sequence
1. Apply 2 half-lapped layers of self-fusing, oil and flame-resistant, synthetic rubber tape covered by 2
Light switches must
1. Be NRTL listed, specification grade
Indicator lights must
1. Be UL listed for wet locations.
Room lights must
1. Be NRTL listed for damp locations
Float switches must
1. Be 120 V(ac), 8 A, single pole, double throw, mechanically-activated, wide-angle types
The system must
1. Operate from 0 to 32 feet of water head
Equipped with
4.1. High-pressure clamp connectors
Push buttons must
1. Be heavy duty, general purpose types
Intrinsically safe relays must be
1. Solid-state, completely self-contained, latching types
Have time delays set for
3.1. TDR1: 5 seconds
Time delay relays must
1. Be 120 V(ac), electronic on-delay types
Have an inductive pilot duty rating of
3.1. 60 A make
Selector switches must
1. Be single-pole, 2-position-maintained, 10 A, 120 V(ac) rotary types
The training must include
1. Books, manuals, and other training material for Department personnel
Submit product data for the following items
1. Drainage pumps
Equipment. Organize each binder as follows
1. Index
Methods for
1. Blocking pipes at their entrance point into the storage box
Product data must include
1. Catalog cuts including
Submit shop drawings for the electrical equipment including
1. Electrical equipment schematics
Construct expansion joints at
1. All returns and opposite expansion joints in the adjacent curb
If a joint is cut after the concrete has hardened
1. Mortar preformed joint filler in place using heavy trowel pressure
If a joint is cut before the concrete has hardened
1. Protect the adjacent surfaces with close fitting, firmly supported shields
Following methods
1. Sensing from preset string lines
Forms must
SECTION 73 CONCRETE CURBS AND SIDEWALK
Form oil must
1. Be commercial quality or an equivalent coating
Adation requirements shown in the following table
Rock Gradation for 18-Inch or Larger
Welded-mesh wires must
1. Be formed into the grid pattern shown
Tables
SECTION 72 SLOPE PROTECTION
He following
1. Concrete slope protection
Weep tubes must
1. Be schedule 80, p erforated PVC pipe complying with section 68-2.02D
Place rocks such that
1. There is a minimum of voids
Raising devices must
1. Comply with the specifications for section 75 except that galvanizing is not required
Steps
1. Clean and prepare
The deflection must be the lesser of either of the following
1. 5 percent greater than the actual dimension of the pipeliner in place. This actual dimension includes
CCTV equipment must
1. Be specifically designed and constructed for pipe inspection
The CCTV equipment must include
1. CCTV camera with articulating head
Injection must not exceed either of the following
1. 5 psi
Waterway
Existing drainage system, including surface water, tributaries, and groundwater.
Wastewater
Water and contaminants generated by culvert rehabilitation.
Service opening
Opening in a culvert for maintenance, repair, inspection, or cleaning.
Lateral pipe opening
Opening in a culvert for a connecting pipe or drain of any kind.
Annular space
Space or void between the outside wall of the pipeliner and the inside wall of a culvert.
Alternative pipeliner
Bid items used where more than one type of pipeliner is shown for a given culvert.
Rehabilitate as described. Rehabilitating includes
1. Filling voids below and around culverts
Repair as described. Repairing includes
1. Filling voids below and around the exterior of the culverts
Submit the following
1. Certificate of compliance for the grated line drains from the manufacturer
Install prefabricated drainage inlet markers by
1. Mechanically cleaning and preparing the surface
An automatic drainage gate must
1. Provide free outflow
AASHTO M 170 and the following requirements
1. Portland cement and aggregate must comply with section 90-1 except for the aggregate gradation
Coating thickness as shown in the following table
Coatings Type Standard
Edge drain outlets include
1. Outlet pipes, vent pipes, cleanouts, and Y-fittings at cleanout pipes
At bridge abutments and wingwalls
1. Install welded steel covers on underdrains terminating underground.
Ion requirements shown in the following table
Class 1 Permeable Material
Following modifications
1. Pipe must comply with any one of the full circle types specified in AASHTO M 36.
Tighten bolts specified
1. ASTM A307 to a torque from 25 to 60 ft-lb
Plates must be
1. Punched for bolting on both longitudinal and circumferential seams or joints
The polymer repair material must be one of the following
1. Denflex Coating - Dennis Chemical Company, St. Louis, MO
Lay annular corrugated pipe in a trench with
1. Outside laps of circumferential joints upgrade
Pitches as shown in the following table
SECTION 66 CORRUGATED METAL PIPE
Following formula
SECTION 65 CONCRETE PIPE
Design and Technical Services. Shop drawings must include
1.1. Wall thickness
Special designs
Designs that differ from direct designs in any respect from those shown.
Oval shaped pipe
Pipes having major and minor internal axial dimensions described. The minor axis
Modified designs
Designs that differ from direct designs shown with respect to reinforcement only.
End cap must
1. Be provided by the same manufacturer of the slotted plastic pipe
Heel-resistant grate must
1. Be designed to carry traffic loadings
Slotted plastic pipe must be one of the following or equal
Slotted Plastic Pipe
The payment quantity for plastic pipe
1. Is the length designated by the Engineer
For corrugated PVC pipe with smooth interior
1. Elastomeric gaskets must comply with ASTM F477 for low-head applications. Use extruded or
For corrugated polyethylene pipe
1. If watertight joints are shown, use Type S corrugated polyethylene pipe with gaskets. If watertight
The corrugated polyethylene pipe manufacturer must
1. Participate in the National Transportation Product Evaluation Program for each plant supplying
The volume determined as follows
SECTION 61 GENERAL
You may use RSC for concrete backfill except
1. Section 90-1 does not apply
Is measured
2.1. Along the invert of the pipe
The payment quantity for field leakage testing
1. Is the length of the pipe that has passed field leakage tests
Tested as shown in the following table
Minimum Test Time for Pressure Drop
Y the Engineer at a rate of
1. 50 joints per 100 pipe joints for pipe systems less than 1 mile in length
Field leakage testing includes
1. Cleaning and presoaking pipes
Joint systems or couplers must
1. Perform their intended function
Joint
Connection point for 2 or more pipe sections.
Watertightness
Ability of a joint to hold water under pressure without leaking.
Sleeve joint overlap
Minimum sleeve width required to engage abutted pipe barrels.
Integral joint overlap
Projection of 1 pipe barrel into another pipe barrel.
Tensile strength
Resistance to the longitudinal force that tends to separate adjacent pipe sections.
Moment strength
Moment strength required of the joint expressed as a percentage of the calculated
Shear strength
Required joint shear strength expressed as a percentage of the calculated pipe shear
Each cable yield indicator must
1. Be machined from hot-rolled steel bars complying with AISI C-1035
Each swaged fitting must
1. Be machined from hot-rolled steel bars complying with AISI C-1035
Restrainer must
1.1 Consist of a cable fitted with a swaged fitting and right hand thread stud at both ends
For field welding of column casings
1. Only visual inspection is required
Place polyester concrete
1. Immediately after applying the methacrylate prime coat
Finishing equipment for polyester concrete must
1. Have grade control capabilities resulting in a roadway surface that meets the smoothness
Volume to weight
1234 g
Dimming control must
SECTION 87 ELECTRICAL SYSTEMS
Install conduit to a depth of
1. 14 inches for the trench-in-pavement method
Use a minimum trade size of conduit of
1. 1-1/2 inc hes from an electrolier to the adjacent pull box
Programmed visibility signal section must have
1. Nominal 12-inch-diameter circular or arrow indication
Programming mechanism
Device to program the accessible pedestrian signal operation.
Movement of at most 0.010 inch
Resin Capsule Anchor Sustained Tension Test Load
Movement of at most 0.035 inch
Mechanical Expansion Anchor Sustained Tension Test Load
Supply an 11-by-17 inch fused-laminate copy of
1. Maintenance instructions in a galvanized sheet-metal frame. Install the frame on an interior pump
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