Facts & Figures Book - KPI-JCI

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AVERAGE SAFE CONCENTRATED LOADS ONWOODEN BEAMS—AVERAGE CONDITIONSSpanWidthBeamDimensionDepthLoadFt. meters In. mm In. mm Lbs. kg4 1.219 6 152 6 152 2,100 952.68 203 8 203 4,970 22548 203 10 254 7,765 35226 1.829 6 152 6 152 1,398 634.16 152 8 203 2,490 11298 203 8 203 3,320 15068 203 10 254 5,184 235110 254 10 254 6,480 293910 254 12 305 9,330 423212 305 12 305 11,197 50978 2.438 6 152 6 152 1,050 476.36 152 8 203 1,866 846.48 203 8 203 2,488 11288 203 10 254 3,888 176310 254 10 254 4,860 220410 254 12 305 7,000 317512 305 12 305 8,400 3810Concentrated Load = 1 ⁄2 of uniformly distributed load.236Under ideal conditions the load can be increased 1 ⁄3
Lbs.PerSq.TONS OF MATERIAL REQUIRED PER MILE FOR VARIOUS WIDTHS AND POUNDS PER SQUARE YARDNOTE: Formula used forcalculation is as follows:_____( ) ( 5280) R( )Ww = __ ____ = 0.2933 RW3 3 2000WIDTH - FEETYd. 1 2 3 4 5 6 7 8 9 10 20 30 40 50 601 0.3 0.6 0.9 1.2 1.5 1.8 2.1 2.3 2.6 2.9 5.9 8.8 11.7 14.7 17.62 0.6 1.2 1.8 2.3 2.9 3.5 4.1 4.7 5.3 5.9 11.7 17.6 23.5 29.3 35.23 0.9 1.8 2.6 3.5 4.4 5.3 6.2 7.0 7.9 8.8 17.6 26.4 35.2 44.0 52.84 1.2 2.3 3.5 4.7 5.9 7.0 8.2 9.4 10.6 11.7 23.5 35.2 46.9 58.7 70.45 1.5 2.9 4.4 5.9 7.3 8.8 10.3 11.7 13.2 14.7 29.3 44.0 58.7 73.3 88.06 1.8 3.5 5.3 7.0 8.8 10.6 12.3 14.1 15.8 17.6 35.2 52.8 70.4 88.0 105.67 2.1 4.1 6.2 8.2 10.3 12.3 14.4 16.4 18.5 20.5 41.1 61.5 82.1 102.7 123.28 2.3 4.7 7.0 9.4 11.7 14.1 16.4 18.8 21.1 23.5 46.9 70.4 93.9 117.3 140.89 2.6 5.3 7.9 10.6 13.2 15.8 18.5 21.1 23.8 26.4 52.8 79.2 105.6 132.0 158.410 2.9 5.9 8.8 11.7 14.7 17.6 20.5 23.5 26.4 29.3 58.7 88.0 117.3 146.7 176.020 5.9 11.7 17.6 23.5 29.3 35.2 41.1 46.9 52.8 58.7 117.3 176.0 234.7 293.3 352.030 8.8 17.6 26.4 35.2 44.0 52.8 61.6 70.4 79.2 88.0 176.0 264.0 352.0 440.0 527.940 11.7 23.5 35.2 46.9 58.7 70.4 82.1 93.9 105.6 117.3 234.7 352.0 469.3 586.7 704.050 14.7 29.3 44.0 58.7 73.3 88.0 102.7 117.3 132.0 146.7 293.3 440.0 586.7 733.3 880.060 17.6 35.2 52.8 70.4 88.0 105.6 123.2 140.8 158.4 176.0 352.0 528.0 704.0 880.0 1056.070 20.5 41.1 61.6 82.1 102.7 123.2 143.7 164.3 184.8 205.3 410.7 616.0 821.3 1026.7 1232.080 23.5 46.9 70.4 93.9 117.3 140.8 164.3 187.7 211.2 234.7 469.3 704.0 938.7 1173.3 1408.090 26.4 52.8 79.2 105.6 132.0 158.4 184.8 211.2 237.6 264.0 528.0 792.0 1056.0 1320.0 1584.0100 29.3 58.7 88.0 117.3 146.7 176.0 205.3 234.7 264.0 293.3 586.7 880.0 1173.3 1466.7 1760.0200 58.7 117.3 176.0 234.7 293.3 352.0 410.7 469.3 528.0 586.7 1173.3 1760.0 2346.7 2933.3 3520.0300 88.0 176.0 264.0 352.0 440.0 528.0 616.0 704.0 792.0 880.0 1760.0 2640.0 3520.0 4400.0 5280.0400 117.3 234.7 352.0 469.3 586.7 704.0 821.3 938.7 1056.0 1173.3 2346.7 3520.0 4693.3 5866.7 7040.0500 146.7 293.3 440.0 586.7 733.3 880.0 1026.7 1173.3 1320.0 1466.7 2933.3 4400.0 5866.7 7333.3 8800.0600 176.0 352.0 528.0 704.0 880.0 1056.0 1232.0 1408.0 1584.0 1760.0 3520.0 5280.0 7040.0 8800.0 10560.0700 205.3 410.7 616.0 821.3 1026.7 1232.0 1437.3 1642.7 1848.0 2053.3 4106.7 6160.0 8213.3 10266.7 12320.0800 234.7 469.3 704.0 938.7 1173.3 1408.0 1642.7 1877.3 2112.0 2346.7 4693.3 7040.0 9386.7 11733.3 14080.0900 264.0 528.0 792.0 1056.0 1320.0 1584.0 1848.0 2112.0 2376.0 2640.0 5280.0 7920.0 10560.0 13200.0 15840.01000 293.3 586.7 880.0 1173.3 1466.7 1760.0 2053.3 2346.7 2640.0 2933.3 5866.7 8800.0 11733.3 14666.7 17600.0Where w = Weight of material in tons per mileR = Rate of application in lbs. per sq. yd.W = Width of application in feetData FromThe Asphalt Institute237
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Kolberg-Pioneer, Inc.Johnson Crushe
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FORWARDAggregate production is base
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4TABLE OF CONTENTSAngle of Repose/S
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Volume.............................
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GENERAL INFORMATION ON THE INERTMIN
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PROCESSING OF AGGREGATESMuch of the
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100SIEVE ANALYSIS ENVELOPEPercent p
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inchesTYPICAL GRADATION CURVESFOR G
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APRON FEEDERSParticularly suited fo
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APPROXIMATE PER HOUR CAPACITIES OF
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VIBRATING FEEDERS—APPROXIMATE CAP
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LEGENDARY JAW CRUSHERCrushin gFor a
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LEGENDARY JAW CRUSHERS—HORSEPOWER
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VANGUARD JAW CRUSHERSHORSEPOWER REQ
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PRIMARY IMPACT CRUSHERS(New Holland
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ANDREAS-STYLEIMPACT CRUSHERSCrushin
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CONE CRUSHERSCrushin gTrack-Mounted
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KODIAK PLUS ANDLS CONE CRUSHERSCrus
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11. Crusher cone head is properly b
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KODIAK 200 PLUS MANGANESECONFIGURAT
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ProductSizeKODIAK 300 PLUS CONE CRU
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Kodiak 300 PlusMediumChamberwithFee
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ProductSizeKODIAK 400 PLUS CONE CRU
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Kodiak 400 PlusMediumChamberABCCrus
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Kodiak 500 PlusExtra CoarseChamberA
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Kodiak 500 PlusFineChamberABCCrushi
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KODIAK PLUS SERIES CONE CRUSHER PRO
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KODIAK PLUS SERIES CONE CRUSHER PRO
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1200 LS / 1400 LS CONE CRUSHER PROJ
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LS SERIES CRUSHER MANGANESECONFIGUR
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KPI-JCI 1200LS V-BELT DRIVE DATA -
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1400LSMediumFineChamberCrushin gBow
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ROLL CRUSHERSAPPROXIMATE TWIN AND T
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TWIN ROLL CRUSHERSRECOMMENDED HPSiz
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TRIPLE ROLL CRUSHERSRECOMMENDED HPS
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CAPACITY MULTIPLIERS FOR OPEN CIRCU
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VERTICAL SHAFT IMPACT CRUSHERCrushi
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VERTICAL SHAFT IMPACT CRUSHER—Spe
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Typical Limestone inStandard Config
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Typical Limestone inStandard Config
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VERTICAL SHAFT IMPACT CRUSHERCRUSHI
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FAST TRAX ®HiGH FREQUENCY SCREEN P
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FAST TRAX ® KODIAK PLUS CONE PLANT
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GLOBAL TRACK SCREENING PLANTSTracks
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GLOBAL TRACK JAW PLANTSTracksThe GT
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GLOBAL TRACK CONVEYORTracksThe GT36
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The ideal gradation is seldom, if e
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GRADING REQUIREMENTS FOR COARSE AGG
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PERCENT PASSING01020304010090807060
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FM AND SEThe factor called Fineness
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LOG WASHERSPurpose: In the aggregat
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COARSE MATERIAL WASHERSPurpose: The
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BLADEMILLSPurpose: Similar in desig
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FINE MATERIAL WASHINGAND CLASSIFYIN
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FINE MATERIAL WASHERSPurpose: Fine
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FINE MATERIAL WASHERSRAKING & OVERF
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CLASSIFICATION METHODSAPPLIED TO FI
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For Solids SG 2.65-2.70 (sand, grav
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While a particle is in suspension,
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SAND CLASSIFYING TANKSPurpose: Clas
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Sand discharge is controlled via a
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CLASSIFYING TANK WEIR OVERFLOW RATE
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to the percentage settings at each
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1800 SERIESSCREENING/WASHING PLANTS
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Application: Several important elem
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NOTES:Washin g/Classifyin g131
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The Vari-Vibe ® screens are ideal
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2618VM CAPACITY(Modified 6’ x 18
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TROUBLESHOOTING GUIDE:HIGH FREQUENC
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NOTES:Screenin g139139
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As material flows over a vibrating
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HORIZONTAL SCREENS are utilized as
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ly producing oval screening motion
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VSMA FACTORS FOR CALCULATING SCREEN
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SCREEN MATRIXECONOMYSLOPE(DEGREES)M
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INCLINE SCREENSSeries 70: All Serie
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22° INCLINE SCREENSThese economy s
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INCLINE SCREENSIncline screens feat
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DUAL SHAFTINCLINED SCREENSIn additi
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HORIZONTAL VIBRATING SCREENSHorizon
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MEDIUM SCALPER SCREENSThe Medium Sc
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MULTI-ANGLE SCREENS20 °20 °20 °1
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COMBO SCREENPATENT PENDINGAdjustabl
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FRACTIONATING RAPPrice increases in
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F1 In 1973, crude oil prices escala
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ago. Current specificationsallow th
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PROCESSING RAP MATERIALHot mix asph
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cost of crushing significantly,sinc
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filler and a portion of thepolymeri
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CONCLUSIONWith each passing year, t
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. Material characteristics can affe
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9°ELEVATION IN FEET12°15°18°CON
Page 187 and 188: CONICAL STOCKPILE CAPACITYVolumeVol
Page 189 and 190: V 2 = Volume of Stockpile Segment f
Page 191 and 192: 4. Conveyor WidthThere are a number
Page 193 and 194: FLOWABILITY—ANGLE OF SURCHARGE—
Page 195 and 196: HOW TO DETERMINE CONVEYOR BELT SPEE
Page 197 and 198: Series 13: Portable, standard-duty,
Page 199 and 200: SUPERSTACKERSTOCKPILE VOLUMESCONVEN
Page 201 and 202: SUPERSTACKERS — FULL STOCKPILEDim
Page 203 and 204: HOPPER / FEEDERS• Gravity feed ho
Page 205 and 206: RAILROAD BALLASTBallast is a relati
Page 207 and 208: MOTOR WIRING AT STANDARD SPEEDSFrom
Page 209 and 210: DIMENSIONS, IN INCHES, OFELECTRIC M
Page 211 and 212: GENERATOR SIZE TO POWER ELECTRICMOT
Page 213 and 214: VELOCITY OF FLOW IN PIPESVELOCITY O
Page 215 and 216: FLOW OVER WEIRSSettling Tanks, Clas
Page 217 and 218: SPRAY NOZZLESFOR VIBRATING SCREENST
Page 219 and 220: TYPE WF CAPACITY CHART—Nozzle Num
Page 221 and 222: WEIGHTS AND MEASURES—UNITED STATE
Page 223 and 224: WEIGHTS AND MEASURES—METRIC (Cont
Page 225 and 226: APPROXIMATE WEIGHT OF MATERIALSWeig
Page 227 and 228: APPROXIMATE WEIGHTS IN POUNDS PER C
Page 229 and 230: AREA AND CIRCUMFERENCE OF CIRCLES (
Page 231 and 232: THEORETICAL WEIGHTS OF STEEL PLATES
Page 233 and 234: STEEL WIRE GAUGE DATABirmingham Wir
Page 235 and 236: SPEED RATIOSSpeed ratios and groups
Page 237: APPROX. SAFE LOAD FOR CHAINS AND WI
Page 241 and 242: APPROXIMATE WEIGHT IN POUNDS PER SQ
Page 243 and 244: DEFINITIONS AND TERMSAdmixtures—S
Page 245 and 246: DEFINITIONS AND TERMS (Continued)Gr
Page 247 and 248: DEFINITIONS AND TERMS (Continued)Sa
Page 249 and 250: NOTES247
Page 251 and 252: CONTACT INFORMATIONKPI700 West 21st
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