PEDESTRIAN SIGNAL AND THERMAL

Tie Bars * Pole & Arm2Ƅ" ϕSlots for Cast Aluminum BaseShoe 13ƀ" Bolt Circle8 - #7 BarsEqually SpacedFOR STANDARD ALUMINUM LIGHT POLES 35404550TOP VIEWTRANSFORMER BASEA1-P1A1-P215A1-P1A2-P1A1-P2A2-P28, 1012, 15A1-P1A2-P1A1-P2A2-P2A1-P3A2-P3POLETABLESlots for 15" Bolt Circle55 16"Pole1'-3" Ø4 - Equally SpacedAnchor Bolts Orientedas Shown when theShaft is Installed.Pole WallThicknessTop ofBase ShoeWeldInside ofBase ShoeWeldP00.15635P10.1563"16"161 "45 "165"32"321 "45 "16P20.250P30.313POLE NOTES:1. Pole wall thicknesses shown are nominal and mustbe within the Aluminum Association tolerances.2. Thicker walls are permitted and tapered walls may beused in accordance with the minimum AluminumAssociation thicknesses.Anchor Bolt, See Notein Pole Base Elevation3ƀ"BOTTOM VIEWTRANSFORMER BASETOP MOUNT POLETABLE1" ChamferFOR STANDARD ALUMINUM LIGHT POLESWITH TOP MOUNTFillet Weld Outside ofPole to Top of Base Shoe:(See Pole Table)AssemblyHeight(ft)8" or 10"Pole Base O.D.2025Cast AluminumPressure MountedNut Cover - BoltedAttachment Optional3ƀ"Conduit withElbow 1" Min.(Typ.)DoubleNuts (Typ.)165 mph8, 10, 1255 16"Typical45 Typ.140 mph8, 10, 12, 15ARM POLE NOTES:1. See ARM SECTION detail on Sheet 3 for all A1 and A2Values.2. See Pole Table for all P1, P2, and P3 values.3. For Median Barrier Mounted Pole, Use Arm A1.4. For 20' and 25' assembly heights use only 8' or 10' armA1 with P0.'-6" Ø Pole & ArmWind Speed and Arm Lengths (ft)120 mph#6 AWG Bare GroundWire Cast in Concreteor Placed in ConduitFillet Weld Butt of Poleto Inside of Base Shoe:(See Pole Table)Pole Wall Thickness(See Pole Table)Wind Speed and Arm Lengths (ft)120 mph140 mph165 mphPole P0Pole P0Pole P0Pole P1Pole P1Pole P2Pole P23035Pole P1404550Cast Aluminum BaseShoe(See GeneralNotes onSheet 1)Shoe Base Bolt withNut and WasherPole '-0"Bolt Min.Embedment2'-6"3'-6"3'-6"3'-6"Class I Concrete may beCast-in-Place or PrecastWith "Flowable Fill" BackfillFOUNDATION NOTES:1. Depths shown are for slopes equal to or flatter than 1:4. For slopes steeperthan 1:4 and equal to or flatter than 1:2 add 2'-6" to foundation depths shown.2. Foundation Tie Bars: #4 Tie Bars @ 12" centers (max.) or D10(or W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom.Cast AluminumFrangible/BreakawayTransformer Base. SeeGeneral Notes on Sheet 1Anchor Bolt and Washeras Required by ApprovedBreakaway TransformerBase Manufacture (Typ.)POLE AND BASE DETAILS FOR ROADWAY ALUMINUM LIGHT POLETYPICAL STREETLIGHTING PLANSheet 4 of 663602-2000

1 "211 4" Ø AnchorBoltthreaded 8" min.top and bottomNOTE:Stiffener Plate1 "x5"x101 "22Bendas shown(2 required)1 "R2(Typ.)21 4" Base Plate& Light Pole1 "4Min.1. For locations of Bearing Plates, Base Plates and Detail'A' see Sheets 6 & 7.2. Double Nuts: The bottom hex nut may be substituted bya half-height 'jam' nut.3. Provide individual nut covers (not shown) for each bolt.4. Pole wall thicknesses shown are nominal and shall be withinthe Aluminum Association Tolerances. Thicker walls arepermitted and tapered walls may be used in accordancewith the minimum Aluminum Association thicknesses.Double NutsSee Note 2130 (Typ.)1 " Plate4WasherBase PlateLeveling Nut1 " Plate4Washer13 4"71 4"71 4"312"13 4"1 Bolt Dia. (Max.)312"112" ØHole (Typ.)Galv. Couplerpermitted (Typ.)FullPenetration Weld Base Plate& Light PoleTop ofTraffic Railing312"ARM LENGTH(FT)DESIGNMOUNTINGHEIGHT (FT)FILL HEIGHT(FT) Base Plate& Light Pole"ØHole16(Typ.)312"1 "2 151 "x3" Backer4Ring13 4"21 4"POLEWALL (IN)8, 10, 128, 10, 128, 10, 12H 4" Øole21 4"13 4"WINDSPEED(MPH)FullPenetration WeldStiffener Plate (seeStiffener Plate Detail)11 4"21 2" Base Plate& Light PoleOuter Wall of Pole11 4"21 2"21 2"11 4"Pole Wall: (See Note 4)0.250" (120 and 140mph)0.313" (160 mph)1 "x3" Backer4Ring1'-212"412"Stiffener Plate3 "815 16" ØHole (Typ.)21 2"11 4"1 "x3" Backer4Ring3 "4Full penetration weldw/ 3 8"x3 4" filletreinforcing 112" ØHole (Typ.)BASE PLATE DETAILS FOR MEDIAN BARRIER MOUNTED ALUMINUM LIGHT POLETYPICAL STREETLIGHTING PLANSheet 5 of 663602-2000

71 4" Light Pole9ƀ"71 4"WINDSPEED(MPH)Anchor BoltsDESIGNMOUNTINGHEIGHT (FT)FOUNDATIONDEPTH(FT)Base PlateAnchor Bolts& Base Plate(See Sheet 5)Bars 5V @ 8" (Typ.) Roadway ConcreteBarrier Wall3'-3"#5 Bars, 6'-10" long (Typ.)Construction Joint (Typ.)See Roadway Plans Pole & Arm1" Exp. Jt. Materialwith Rigid Pavementonly1"4'-1""21 2er ier)Co.vBarr(TypOptional Const. Jt.(See Note 2)#5 Bars1" Chamfer#7 BarsBearing Plate#4 Bars (Typ.) 1'-0" x 1'-3" x 6" (Typ.)VIEW B-B(Anchor Bolts andBarrier Longitudinal Steel& Stirrups Not Shown)25 Embedded Junction Box (EJB)See Sheet 6 for DetailsMedian Barrier(Index 521-001)6"Min.Median Barrier(Index 521-001)20'-0" Min.20'-0" Min.1" Ø ConduitExtendSpacingBars 5Vto Fit EJB4 1 1 " Ø AnchorBolts 4#5 Bars, 6'-10" long (Typ.)See Detail 'A'Sheet 5#7 Bar(8 Reqd.)Tie Bars *1La'-0"pOptionalConstructionJoint (Typ.)(See Note 2)Bars 5V @ 8" Sp.Max. (Typ.) Pole & Arm (Typ.)8 - #7 BarsEqually SpacedVaries8'-3" to 9'-3"2" Cover(Typ.)1'-0"( 12")1'-6"61 4" 512" 61 4"Bearing Plateƅ" Ø x 20'Grounding Rod8 #7 Bars(equally spaced)2" Ø ConduitClass I Concrete may beCast-in-Place or Precastwith "Flowable Fill" Backfill2'-6" ØNOTE:Deviate 2" Ø Conduit toavoid cylindrical foundation.NOTES:1. For Bearing Plate and Base Plate Details,see Sheet 5.2. For connections to adjacent MedianBarrier, use the Doweled Joint detail perIndex 521-001. Alternatively, a continuousconcrete pour or a construction joint may besubstituted; these alternatives require theMedian Barrier's longitudinal steel to lap aminimum of 2'-0" with the longitudinal steelshown herein.'-6" Ø1" Ø Conduitfor grounding2'-9"GutterLine3'-3"3'-2"Tie Bars *6"6"* #4 Tie Bars @ 12" centers (max.)orD10 (or W10) spiral @ 6" pitch, 3 flatturns top and 1 flat turn bottom.CYLINDRICAL FOUNDATION DETAILS FOR MEDIAN BARRIER MOUNTED ALUMINUM LIGHT POLETYPICAL STREETLIGHTING PLANSheet 6 of 663602-2000

BID SCHEDULEIFB NO.PROJECT NO. VI-0066(013)CONTRACTOR’S NAME:CITYSTATEZIP CODEThe undersigned Contractor proposed to furnish all labor, tools, equipment, machinery, and supplies for Street Light Installation on the MelvinEvans Highway from the Hannah’s Rest Intersection to the Williams Delight Intersection on Route 66 subject to all conditions and requirementsof the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14 as revised and amended and theContract ROX.QUANT.23 EAITEM AND UNITPRICE BI DS (IN WORDS)CONCRETE POLE BASE3,500 LFELECTRICAL SYSTEM – 2” PVC,SCHEDULE 40 CONDUIT AND FITTINGS, 24”DEPTH, WITH DETECTABLE WARNINGTAPE4,000 LFELECTRICAL SYSTEM - 10 AWG, 3CONDUCTOR ELECTRICAL WIRED-2UNITPRICEAMOUNTDOLLARS/CENTSDOLLARS/CENTS

PROJECT NO. VI-0066(013)ITEMNO.APPRX.QUANT.ITEM AND UNITPRICE BIDS (IN WORDS)UNITPRICEDOLLARS/CENTS63611-0800ELECTRICAL SYSTEM - 2 AWG, THHN, 3CONDUCTOR ELECTRICAL WIRE4,000 LF63612-0000156 EALUMINARE - LED 190 WATTS WITHPHOTOCELL70 EACOMPLETE STREET LIGHT POLE - 25’HEIGHT ALUMINUM POLE WITH 12’ ARM,BREAKAWAY BASE AND ALLAPPURENTENANCES63620-000063640-01002 EAREPAIRS AND UPGRADES TO ELECTRICALPOWER SYSTEM PER NEC 2020D-3AMOUNTDOLLARS/CENTS

IFB NO.PROJECT NO. VI-0066(013)ATTENTION: See notes at the beginning of this unit price schedule.TOTAL AMOUNT OF THIS PROPOSAL, BASED ON ENGINEER’S ESTIMATE OF QUANTITIES IS AS FOLLOWS:DOLLARS CENTS BIDDER’S SIGNATURED-4

Addendum2AkzoNobel Surface ChemistryRediset WMX Premium warm-mix additive for superior, long-lasting roads

2GeneralThe construction and maintenance ofour road network inevitably consumesraw materials and uses energy, leadingto carbon emissions. But these environmental impacts can be reduced by usinglow energy processes, by re-using andrecycling materials wherever possible, byutilizing local aggregate sources, and bybuilding durable roadways, which minimizethe need for replacement and the trafficdelays associated with roadworks.Warm-mix is a process for the productionof asphalt mixes at lower than traditionaltemperatures, thus reducing fuel consumptionand carbon footprint. It also virtually eliminatesvapors and aerosols generated in the pavingprocess, thereby providing a better workingenvironment for the paving crew. Rediset WMXis an additive that not only allows the processingof asphalt mixes at lower temperatures, butalso allows the compaction of asphalt mixescontaining high contents of reclaimed asphaltpavement (RAP). By enhancing the adhesionof the bitumen to the aggregate, Rediset WMXalso allows the utilization of a wider range ofaggregates and provides longer-lasting roadwaysresistant to the effects of aging and water.Rediset WMX Provides:1 Modified mixes with superior workability andcompaction compared to other warm-mixtechnologies.4 Good heat stability – treated bitumen canbe stored hot for two weeks without anynegative effect on performance. G ood results at reduced temperatures(typically 30ºC lower) even with difficultto-compact mixes such as stone masticasphalts ( SMAs), Polymer ModifiedBitumen ( PMB ) and crumb-rubbermodified (CRM) mixes.5 Unmatched versatility – works with a widespectrum of bitumens, aggregates and mixes.2 Active adhesion and antistripping effect tomeet any concerns about higher moisturelevels in the aggregate resulting from thelower mixing and drying temperatures.Modified mixes that can be opened to traffic7 sooner than other warm-mix technologiesand much sooner than hot-mixes.3 The possibility to use higher dosage levelsif needed, without compromising bitumenproperties.6 Extended silo storage for asphalt mixes atrequired temperatures, with no loss of itswarm-mix and adhesion promoter properties.

3Compaction aidRediset WMX can be used to reduce mixingand compaction temperatures or solely as acompaction aid. Its ability to significantly improvecompaction has been demonstrated in variousprojects around the world. In some cases, themixes can be produced at higher temperaturesand hauled over longer distances for paving andstill get good compaction.Cold weather and night pavingEnhanced compaction is especially useful duringthe cooler conditions at the beginning and endof the paving season, or while paving at night.Good compaction with PG 76-22 polymer-modified asphalt mix in Dallas, TX, USin cool weather conditions (5 C).The compaction process should result in thecorrect density (air voids) of the asphalt mixture.Failure to meet design density is likely to leadto early deformation, moisture damage andreduced service life of the pavement. In coldconditions, a conventional hot mixture may coolrapidly during transport to the job site, and onceplaced on the road, making compaction difficult.The result could be low density (high air voids).Adding Rediset WMX to the binder changes thesurface chemistry of the mix and makes it easierto compact. The warm-mix additive can be usedas a compaction aid at small dosages such as1 percent by binder weight or 0.06 percent bythe weight of the total asphalt mix. Rediset WMXhas been successfully used as a compactionaid in difficult-to compact mixes such as stonemastic asphalt, crumb-rubber-modified mixesand polymer-modified mixes.Excellent compaction with stone mastic asphalts (SMAs) in Beaumont, TX, US.

4Adhesion promoterAdhesion and strippingStripping, caused by water displacement of bitumen, will eventually lead tochip loss, pot holes, rutting and ravelling, and ultimately to early pavementfailure. Rediset WMX is formulated to improve the adhesion betweenthe aggregate and the bitumen and prevent stripping, thus prolongingthe service life of the road (Figures A and B). The resulting decrease inthe need for more materials, production and construction will lower theimpact on the environment significantly.In some regions local aggregates have a high stripping tendency andsuitable aggregates may need to be brought in from far afield. RedisetWMX provides an adhesion promoting effect, which can allow the useof local aggregates and consequently reducing energy and emissionsassociated with transport of materials.Active adhesionThe lower mixing temperatures made possible by warm-mix technologiesmay lead to some residual water remaining in the aggregate, which couldprevent the aggregate from being fully coated, or lead to future moisturedamage. The active adhesion agent contained in Rediset WMX will enablethe modified asphalt mix to displace water from the aggregate surface,enabling not only the coating of the aggregate but also the creation of astrong chemical bond between the aggregate and bitumen that is resistantto the action of water.Indirect tensile strength ratio data comparing reference mix with and withoutantistripping agent Wetfix AP17 prepared at 150 C (302 F) with Rediset WMXtreated mix at 120 C (248 F). Data from a study by the Development Fund ofthe Swedish Construction Industry (SBUF)Hamburg wheel tracking testHamburg wheel track data from PaveTex, TX, US. The test measuresboth deformation and water sensitivity of the mixture. Texas Type Dsurface course with 5.2% PG 70-28 bitumen

5Warm-mixWarm-mix technology enables asphalt mixes to be produced effectivelyat lower temperatures. Mixes modified with Rediset WMX are producedand compacted at temperatures 30 C or 54 F lower than temperaturesfor regular hot mixes. The lower production temperatures made possibleby the use of Rediset WMX cut fuel consumption by up to 25 percent(Figure C). Additionally, compaction made possible by the use of RedisetWMX is superior despite the lower temperatures (Figure D).Reducing the temperature of the mix behind the paver by more than30ºC virtually eliminates vapors and aerosols (Figures E and F). This isespecially true for polymer-modified and crumb rubber modified mixeswhich, because of the higher paving temperatures typically used for thesedifficult-to-compact mixes, would otherwise create huge amounts of fumesbehind the paver.Measurement of fumes above the screed in SBUF project in Sweden, PMB mix

6Additional benefitsHeat stabilityRediset WMX designed withversatility in mindRediset WMX is a solid additive in the form of pastilles and designedin such a manner that it does not have a negative effect on the binderin its high-temperature or low-temperature properties of bitumen at awider dosage level (Table 1).A tank of PG 76-22 binder modified with 2% Rediset WMX was storedfor nine days at a temperature of 170-175 C (340 to 350ºF). This bitumenwas used in a trial after nine days without any loss in performance.Table 1: PG Data with a binder with and without RedisetBinderPG 76-22Rediset WMX has heat-stable ingredients. Rediset WMX-modified bitumencan be stored in hot conditions for two weeks without altering the warm-mixproperty or the anti-stripping property of Rediset WMX. This has beendemonstrated in the laboratory (Figure H) and in field trials.PG 76-22PG 64-222% RedicotePG 64-222% Rediset1.491.051.432.512.88Original binderG*/sin delta at10rads/s kPaat 76 C or 64 C1.31RTFOT ResidueG*/sin delta (kPa)at 10 rad/sec, kPaat 76 C or 64 3.6642.668PAV ResidueBBR s, 60s, MPa at - 12 C146154200122BBR m, 60s at - 12 C0.3140.3140.3370.363PG grade maintained76 - 2276 - 2264 - 2264 - 22 Pressure Aging Vessel Bending Beam RheometerRediset WMX can beused with a wide spectrum of mixesRediset WMX is designed to work with a wide spectrum of asphalts,aggregates and mixes, so it isn’t necessary to use a different additivefor different mixes. This has been clearly demonstrated in field projectsinvolving different mixes and grades of asphalt in many countries aroundthe world (Figure G).Figure G: Countriesin which trials andprojects have beencompleted

7Rediset WMX-modified mixes can bestored for extended periods of timeRediset WMX-modified mixes do not require water to function as a warmmix and so, unlike foamed mixes, Rediset WMX-modified mixes will notlose their warm-mix property when stored for lengthy periods. They willremain workable over these periods as long as they are maintained atthe required temperature for compaction, which is typically 30 C or 54 Flower than that required for hot mixes.Early opening to trafficRediset WMX-modified mixes can be opened to traffic after compactionmuch earlier than regular hot-mix and sooner than other warm-mixtechnologies. This is especially advantageous when paving in residentialareas or where there is a lot of cross traffic. An SMA warm-mix projectwith Rediset WMX, when completed in Texas, USA, in Spring 2010, wasopened to traffic within a half-hour to one hour after compaction. Anequivalent hot-mix project would have been opened to traffic after fourhours (Figure C). The Quality Control manager commented that a regularhot-mix project opened to traffic at such a short time would have fallenapart completely.Figure CRecommendeddosage andmethodof additionof Rediset WMXRecommended dosage levels% Rediset by the weight of the binderCompaction aid0.5-1.0Warm mix1.0-1.5%standard bitumen30 C/60 F reductionWarm mix1.5-2.0%Polymer ModifiedBitumen and SMA30 C/60 F reductionImproved workability2.0-3.0%Hand-laid mixesRediset WMX is a solid additive that is suppliedin bead/pastille form in 50-lb bags or in supersacks as required. It can be pre-blended intothe asphalt binder or it can be directly dosedinto the mixer at the hot-mix plant, as follows:1 Add into the binder feed collar leading into thebatch mixer while the binder is being dosedor add to the aggregate mix immediately afterthe binder is added and then mixed.2 Add directly into the aggregate mixing drumby dosing through the RAP collar or the linenear the RAP collar.3 Hold in a smaller heated tank above 120 C(250 F) as a molten liquid and inject into thebinder line supplying the batch or drum mixerthrough dosing meters.Good compaction and earlier opening to traffic at SMA Project with RedisetWMX at a busy intersection in Jasper, TX, US.

EuropeAkzo Nobel Surface ChemistryAsphalt ApplicationsSE–444 85 STENUNGSUNDSWEDENT 46 303 850 00F 46 303 889 10E chemicals.asphalt@akzonobel.comAsiaAkzo Nobel(Shanghai)Co. Ltd5F, The exchange, No.299 TongRen RoadShanghai 200040P.R. ChinaT 86 21 22163600*2501F 86 21 33607734E edison.zhou@akzonobel.comRussiaAkzoNobel N.V.125445, Smolnaya Str., 24D,Commercial Tower Meridian, Moscow RussiaT 7 495 960 2890F 7 495 960 2884E andrey.danilov@akzonobel.comAkzo Nobel Surface Chemistry Pte Ltd41 Science Park Road #03-03 TheGemini Singapore Science Park IISingapore 117610T 65 6771 5141F 65 6773 8484IndiaAkzonobel India limitedSurface chemistry1\1 TTC Industrial AreaThane Belapur RoadKoparkhairane - Navi Mumbai- 400710Maharashtra - IndiaT 91 22 27780000 ( ext 356)

A. Pole, Pole Connection Extrusions and Arm Extrusions: ASTM B221, Alloy 6063-T6 or Alloy 6061-T6 B. Bars, Plates, Stiffeners and Backer Ring: ASTM B221, Alloy 6063-T6 C. Caps and Covers: ASTM B-26, Alloy 319-F D. Steel Bearing Plate: ASTM A709 or ASTM A36 Grade 36 E.