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W0 i as as E • ® City of Renton Progress Payment No 12 Project Name: Duvall Avenue NE CAG: CAG 204065 TM: N/A Contractor: Need Trucking and Excavating FHWA: Pay Period: 11/01/2022 to 11/30/2022 No. Completed Project Estimates Date: December 6,2022 Payments includes esdmeted overruns,uedemuns. Contract This Progress Payment Presto..Payments Poyrnen4 to Date Estimate to Complete Estimate at Completion Change Bid Item Oescripuon Unn Unt Pnce OuanOty Cott QuanmV Cost 01.44114y Cost Quantity Cost Quantity Cost Quietly Cost Ti of Contract Orden A86 PERMANENT SIGNING L.S. S14,000.00, 1 514,00000 0.00 50.00 0.10 51,400.00 0.10 S1,400.00 0.90 512.600.00 1.00 514000.00 100.00 All REMOVING PAVEMENT MARIONGS 1.5, 52,70000 1 52,700.00 0.90 52,430.00 0.100 $270.00 1000 52,700.00 0.00 $0.00 1.00 52,70000 100.00 AS8 PAINT UNE LF. 50.80 11,300 57,38000 16,096,00 59,657.60 0.00 50.00 16,096.00 $9,657.60 0.00 50.00 16,096.00 59,657.60 130.86 A99 PUNTED WIDE LANE UNE LF 50.75 350 526250 250.00 5187.50 0.00 S0.00 250.00 $187.50 0.00 $0.00 25000 51117.50 71.43 A90 PLASTIC TRAFFIC ARROW EACH $200.00 27 55,400.00 0.00 $0.00 0.00 5000 0.00 50.00 27.00 55,400.00 27.00 $5,400.00 100.00 A91 PLASTIC CROSSWALK LINE S.F. $13.00 500 56900_00 0.00 50.00 0.00 50.00 0.00 50.00 500,00 S6,500.00 50000 56,500.00 100.00 A92 PLASM STOP UNE LF $16.00 240 53,84000 000 $0.00 0.00 50.00 0.00 50.00 240.00 53,640.00 240.00 53,840.0D 100.00 A93 PLASTIC BICYCLE LANE SYMBOL EACH 5200.00 20 54,00000 0.00 50.00 000 $0.00 0.00 S0.00 20.00 $4,000.00 20.00 54,000 00 100.00 A94 PLASM TRAFFIC LETTER EACH $200.00 8 51.600.00 0.00 $0.00 0.00 $0.00 0.00 50.00 e00 51,60000 8.00 51,60000 100.00 ASS TEMPORARY PAVEMENT MARKING- LF. 50.20 31,500 56,300.00 0.00 $000 000 $0.00 0.00 $0.00 31,500.00 $6,300.00 31,500.00 56.303.00 10000 A% FUEL C051 ADJUSTMENT CALC. 510,000.00 1 510.000.00 0.121129 51.211.29 1.47%62 514,748.62 1.595991 $15,959.91 0.12 51,200.00 1.72 $17,159.91 171.60 A97 STEEL COST ADJUSTMENT CALC. $10,000.00 1 510,030.00 0.00 $0.00 000 $0.00 0.00 $0.00 0.00 S0.00 0.00 S0.00 000 A93 MAILBO%SUPPORT,TYPE t EACH 5750.00 1 5750.00 0.00 $0.00 0.00 $0.00 000 $0.00 1.00 $750.00 1.00 5750.00 100.00 Seheai'e A Sub.0otels 5,1,689.757.50 0226,128.14 52,411,088.18 $2,637,216.32 5517,63801 53,154,854.33 67.27 WattAreton State Sales ta, 0 50.00 50.00 50.00 50.00 50.00 50.00 54.689,752.50 $226,12814 $2A11,081.18 $2,637,216.32 5517,638.01 $3,156,654.35 67.27 Schedule A Change Orders Schedule A Change Orders C.O.1 aeWeege 1-699 Retain%Bald 1.3. 52.585.00 1.00 52,585.00 0 50.00 1 52,585 CO 100 52,595 00 0 $0.00 1.00 52,5E5.03 100.00 C.0.1 Took $2,585.00 $0.00 52,525.00 52,585.00 50.00 02,585.00 100.00 C.O.2 FO T0RBReeloo Paeel Rot a/A No Coat Change Order $0.00 1.00 $0.00 0 50-00 1 50.00 1.00 $0.00 0 $0.00 1.00 50.00 100,0 C.O.2 Totals $0.00 50.00 50.00 Saco 50.00 $0.00 100.00 C.O.3 Triple Tree RaReeel 3.A100 T I.1,eResnovel L.S. 53,339.00 1.00 53,339.00 0 $0.00 1 $3,339.00 100 53,339.00 0 50.00 1.00 $3,339.00 100.00 C.O.3 Tata. 53,339.00 50.00 53,339.00 53.339.00 50.00 53.339.00 100.00 CO.4 Ter 1 Resleenetiow CSTC N/A No Colt Change Order 50.00 100 5000 0 50 00 1 $0 00 100 50.00 0 $0.00 1.00 50.00 100.00 C.0.4 Totals 50.00 50.00 50.00 50.00 50.00 50 00 100.00 C.O.S Wet CaMddalta 5-A101 Natural in tent of Recyckd CSTC TON $14.82 1,10000 516,302.00 0 50.00 0 50.00 0.00 $0.00 0 $0.00 0.00 50,00 0.00 6 5-A102 Water Control T.A. 523,690.00 1.00 523.698.00 0 50.00 0.6671 $15,808.27 0.6671 515,808.27 0 $0.00 0.67 515,80827 66.71 C.0.5 Tote's 540,000.00 5000 $15.608.27 915,808.27 $0.00 515,808.27 39.52 CO..C82 to CI ReWYot S-A101 Natural in Wu of Re,4146 CSTC TON 514.82 -1,103.00 416,302.00 0 S0.00 0 50.00 0.00 S0.00 0 50.00 0 CO 5000 0.03 • 0 City of Renton Progress Payment No 12 Project Name: Duvall Avenue NE CAD: CAG 20-065 TIE: N/A Contractor: Reed Trucking and Excavating SHWA: Pay Period: 11/01/2022 to 11/30/2022 No. Completed Project Estimates Date: December 6,2022 Payments Includes estimated overruns,underrunr Contract This Promess Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Descnptcn Unit Unt Profs Otontity Cost t5,antey Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders 6-4I01 Natural Lieu dRecycled CSTC ION $14.62 1,153.00 517,087.46 0 50.00 790.37 511,01032 790.17 $11,13032 0 50.00 790.17 $11,110.32 68.53 Al kinky Conti.Resolut t 0 FA $24,030.00 -1.00 474,0120.00 0 50.00 0 50 00 0.00 S0 00 0 SO CO 0 00 50.00 0 00 6-A8 861,ty Conf,ot Resduton FA 524,214.54 1.00 524,214.54 0.00000 $0.00 0.73653 517,834 66 0.736527 117,834.66 0.263473 56.379.88 1 00 524,214 54 100.00 A2B Unsuitable Foundanon 6¢avetron C.Y. 560.00 -400.00 -524,000.00 0 50 CO 0 50 CO 0.00 SO CO 0 50.00 0 00 50.00 0.00 6.A28 Unsuitable Foundation Eewvetion C.Y. 560.00 430.00 5257300.00 0.00. 50.00 508.78 530,526 SO 508.78 530,526.80 0 50.00 50878 530,526.80 118.32 C.0.6 Totals 52,800.00 50.00 5600717E S60,071.711 S6,379.813 566,451.66 2373.27 CO.7 Storm Revisions at 9t1 A24 REMOVING CEMENT CONC.CURB L F 510.00 -190 -51.900.00 0.00 50.00 0.00 50 00 0.0C SO CO 0.00 50 00 0 00 50 00 0 00 7-A24 REMOVING CEMENT CONC.CURB LF. $1000 205 52,050 CO 0 00 50 00 0.00 SO 00 0.00 50.00 0.00 50 00 0 00 50 00 0 00 A25 REMOVING ASPFVLT CONC PAVEMENT 5.8. 525.00 -1.230 -530,750.00 0.00 SO 00 0.00 SO 00 0_00 50.00 0.00 5000 0.00 S0.00 0.00 7.425 REMOVING ASPHALT CONC PAVEMENT S.Y. 525.00 1,310 537,75003 0.00 50.00 000 5000 0.00 5000 0.00 50.00 0.00 50.00 0.0017. A3s CRUSHED SURFACING TOP COURSE TON 840.90 -2,570 -5102,800.00 0.03 50.00 0.00 5000 0.00 50.00 0.00 50.00 0.00 SO 00 0.00 7-0.35 CRUSHED SURFACING TOP COURSE TON 543.00 2,583 5103,32000 28.40 51,13600 3,181.64 5121,26560 3,210.04 5128,401.60 50.00 52,000 CO 3,260.04 5130,40160 126.21 A37 MMA CL I/2IN.PG 64-22 TON 5103.00 -7,410 -5763,230 00 0.00 SO 00 000 50 00 0.00 SO 00 0.00 50 00 0 00 50 00 0 CO 7.A37 MMA CL 1/2IN.PG 64-22 TON 5103.00 7,445 5766,835 00 946.17 597,455.51 6,492.62 566E,739.86 7,438.79 5766,195.37 0.00 50.00 7,438.79 5766,19537 9992 MS DUCTILE IRON SEWER PIPE 12 IN. 11AM. LF. 590.00 -280 575.703 0.00 5000 0.00 5000 0.00 50.00 0.00 50.00 000 5000 0.00 7-A48 DUCTILE lOON SEWER PIPE 12 W. CRAM. LF. 590.00 400 536,000.00 0.00 50.00 0.00 5000 0.0C SO 00 0.0 5000 000 SO 00 000 21 AW CATCH BASIN TYPE 1 FACM $1,400.00 -25 .$35,000 CO 0.00 $0 00 0.00 $0 00 0.00 50.00 0,00 S0 00 0 00 50 00 0 00 7iW CATCH BASINTRPE 1 EACH 51,400.00 28 539,20000 0.00 5000 0.00 5000 0.00 5000 0.00 5000 000 5000 000 14,21 A73 CEMENT CONC,RAFFK CURB AND GUTTER 1.F. 525.00 .4,600 -51 I5,000 D0 0.00 50 00 0 00 SO.Do 0 0C SO CO 0.00 50.00 0 00 50 00 0 00 7-A73 CEMENT CONCTRAFFKNRIAN0 GUTTER LF. _ 525.00 4,615 5115,37500 0.00 5000 000 5000 0.00 50.00 0.00 50.00 0.00 SO 00 000 13 74103 ADO010NALSURVEY LS. 51,68100 1 51,68000 0.00 5000 1.00 51.68000 1.00 51,680.00 0.00 5000 100 51,68000 10000 C.O.7 Totals 523,33000 598.59151 5797,68546 5896,776.97 52,00000 S898,776.97 3850.31 C.O.8 Cement Concrete Price AdlostmeMs Ion Work Zones A and C 8-A104 CEMENT CONCRETE PRICE ADJUSTMENTS FOR WORK ZONES A AND C C.Y 584.19 113.55 511,00013 0.00 50.00 18575 52.108587 285.75 524,085.67 000 5000 285.75 514,08S87 133.81 C.D.6 101a1a 518.000 13 50.00 524,08587 $74,085.87 50.00 57406587 133.81 - -C.0.9 SIM4-W w4MI Foveae I 410 City of Renton Progress Payment No 12 Project Name: Duvall Avenue NE CAG: CAG 20.065 TIB: N/A Contractor: Riad Trnddng and Excavating SHWA: Pay Period: 11/01/2022 to 11/30/2022 No. Completed Protect Estimates Date: December 6,2022 Payments Includes estimated overruns,underruna. Contract Thtt Prot/rest Payment Preraus Payments Payments to Date Estimate to Complete Estimate at Completion Change bid Item Description Unn Unit Price Quantity Cast Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost '%el Contract Orders 94105 LDEWALR-WALL FOOTING LF. $15.41 1,455,00 $22A21.55 0.03 $0.00 0.00 $0.00 000 $0.00 000 50.00 0.00 50.00 0.00 19 CO.9 Totals $22,421 55 50.00 $0.00 $0.00 50.00 5000 0.00 C O.16 bbr0N Mtl 112 Fo6na6 . Fora 10A106 RELOCATE L12 FOUNDATION FORM FA 02,500.00 1.00 S2,500.00 0.00 50.00 1.85 54,626.93 1.85 54,626.93 0.00 50.00 1.85 54,626,93 165.06 C.O.10 Totals 52,500.00 50.00 54.626,93 54,626.93 00.00 54,626.93 185.06 C.O.11 11eRFRawTrm aRRw1P 114.107 MULTIPLE STEM TREE REMOVAL LS. $4,907.211 1.00 54.907,28 0.00 50.00 1.03 $4,907.26 1.00 54,90728 0.00 50.00 100 54,907.28 100.00 C.O.ll Totah 54,907.26 5000 54,907.28 $4,907.28 $0.03 54,907.28 100.00 CO.12 Same t06000Qlaa TC 12-6106 ADOnIONAL CHANNELIIATOM DEVICES F.A. $11,000,00 1.00 511,00000 0,0000 50.00 0.438 55,322.19 0.4838 $5,322.19 0.00 50.00 0.48 55,322.19 48.38 12.4109 SIGNAL MODIFICATIONKSISTANCE FA- 53,500.00 1.03 53,500.00 0.00 50.00 0.63 52,216.88 0.63 52,216.88 0.00 $0.00 0.63 52,216.88 63.34 C.0.12 Totals 514.50000 50.00 57,539.07 57539.07 5000 57,539.07 51.99 CO.13 School Frontage RaMahm A20 REMOVING STORM SEWER PIPE LF. 525.00 .230 •55,75000 0.00 50.00 0,00 50.00 0.00 50.00 0.00 $0.00 0.00 50.00 000 13-420 REMOVING STORM SEWER PIPE _ 6.0. $25.00 290 $7,250.00 0.00 50.00 613.50 515,337.50 613.50 515537.50 0.00 $0.00 613.50 $15,337.50 211.55 427 GRAVEL BORROW INCL HAUL TON $35.00 .530 '516550.00 0.00 50.00 0.00 50.00 0.00 50.00 0,00 50.00 0.00 50.00 0.00 13 13-427 GRAVEL SORROWINCL HAUL TON $35.00 550 519,250.00 0.00 50.00 3,097.19 5103,401.65 3.097,19 5108,401.65 000 $0.00 3,097.29 5108,401.65 563.13 13 A43 SCUD WALL PVC STORM PIK 4 IN. OAM. LE. 52000 -190 -53.800.00 0.00 60.00 0.00 50.00 000 5000 0.00 $0.00 0.00 $0.00 0.00 13-A43 SOUD WALL PVC STORM PIPE 4 IN. PAM. LF 520.00 126 52,56000 0.00 5000 104.50 52,090.00 104.50 02,090.00 0.00 50.00 104.50 52.090.00 81.64 ASS 18190400416 L0. 5200.00 -50 410,000.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.03 $0.00 0.00 50.00 000 13-454 TRENCNDRNN LE. 520000 0 5000 0.00 50.00 000 50.00 000 50.00 0.00 50.00 0.00 50.00 100.00 7-473 CEMENT CONC.TRAFFIC CURS AND GUTTER IF. $2500 .4,613 -5115,373.00 0.00 50.00 0.03 50.00 0.00 50.00 0.00, S0.00 0.00 50.00 0.00 15473 CEMENT CONC.TRWFICCURB AND GUTTER LF. $25.00 4,495 5112,375.00 0.00 50.00 4,609.50 5115,237,50 4,609,50 S115,237.50 0.00 $0.00 4,009.50 5115,237,50 102.55 CO.13 Totals .512,040.00 50.00 5241,066.65 5241,066.65 50.00 5241,066.65 .2002.21 O City of Renton Progress Payment No 12 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 11/01/2022 to 11/30/2022 No. Completed Project Estimates Date: December 6,1022 Payments Inds d.sestimated overruns,und.Rem. Contract This Progress Payment Previous Pa3me,s Payrter0.to Date Estm.te to Complete Emmoe at Completion Menge Bid Rem Descnpr o. Una unit Price Dummy Cott Quantity Cost Quantity Cost Quantity Cost Quantity Cat Quantity Cost %of Contract 00106 C.O.14 Slut arm et PM 12la end MN53 A4 POLYPROPYLENE STORM SEWER PIPE 12 M.DRAM LE. $5500 -2110 316005003 0.00 50.00 0.00 50.00 0.00 50.00 0.00 50.00 0.00 50.00 0.00 14A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.02A34. LE. 555,00 3.0333 5166.8,12.50 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 21 POLYPROPYLENE STORM SEWER NPE A45 1.8 IN.DtAM. LF. $75.00 430 39,750.00 0.00 50.00 0.00 50.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 POLYPROPYLENE STORM SEWER PIPE 14-MS III IN.DLAM. LF. 57510 0 50.00 0.00 $0.00 0.00 $0.00 0.00 S0.00 0.00 50.03 0.00 $000 0.00 746° CATCH BASIN TYPE I EACH $1,400.00 -28 339,200.00 0.00 50.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 5000 0.00 14A50 CATCH BASIN TYPE 1 EACH $1,400.00 29 $40,600.00 0.00 $0.00 0.00 $0.00 0.00 S0.00 0.00 $0.00 0.00 $0.00 0.00 21 C.O.IA Totals -51,557.50 $0.00 50.00 50.30 $0.00 50.00 0.00 C.0.13 hoof Roll WA No Cost Mange Oder $0.00 L00 50.00 0 50.00 3 S0.00 1.00 s0.00 0 $0.00 3.00 50.00 100.00 C.0.15 Totes $0.00 $0.00 $0.00 $0.00 $0.03 50.0D 100.00 CO.17 FN so 10th 74125 REMOVING ASPHALT CONC PAVEMENT S.Y. $25.00 -1,310 $32,750.00 0.00 50.00 0.00 00.00 0.00 S0.00 0.00 50.00 0.00 0.00 0.00 17-A25 REMOVING ASPHALT CONC PAVEMENT S.Y. 525.00 1,331.5 533,287.50 0.00 50.00 L383.14 534,590.00 1,38184 534396.00 0.00 $0.00 1,38384 531,596.03 103.93 C.O.17 Tote's 5537.50 5000 534,596.00 534,59600 50.03 534,596.00 6436.47 CO.18 Storm Ptp.Removal lieu Of CDE MO FILLING PIPE WITH CDE CY. 5300.00 -42 312.600.00 0.00 50.00 0.00 50.00 0.00 S0.00 0.00 50.00 0.00 $0.00 0.00 18-A60 FI W NG PIPE WRN CDE CY. $30000 0 50.00 0.00 50.00 0.00 $0.00 0.00 50.00 0.00 50.00 0.00 50.00 0.00 166110 REMOVE STORM PIPE IN UEU OF LS. 512,60000 1.0 $12,60000 0.00 50.00 1.00 912,600.00 1.00 512,600.00 0.00 $0.00 1.00 512,60000 10000 CO.18 Torah 5000 S0.00 512,600.00 S12,60100 50.00 $12.600.00 100.00 C.O.19 Mess in W28..d WED All CONC.CLASS 4000 FOR RETAINING WALL 3A S.Y. S200.00 -150 .550,000.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 134.12 CONC CLASS a000 FOR RETAINING WALL 3A S.Y. $20000 257.7 551.540.00 0.00 50.00 132.81 526,562.00 132.81 526,562.00 124.00 524300.03 256.81 351,362.00 99.65 9-11105 51DEWALx-WALL FOOTING LE. S15.41-1A55.00 -512A21.55 0.00 50.00 0.00 50.00 0.00 S0.00 0.00 50.00 0.00 30.00 0.00 ® City of Renton Progress Payment No 12 Project Name: Duvall Avenue NE CAG: CAG 20.065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 11/01/2022 to 11/30/2022 No. Completed Project Estimates Date: December 6,2022 Payments Includes estimated overrun,Inderruns. Contract This Progress Payment Previous Payments Payments to Dare Estimate to Compete Estimate It Companion Ovnge Bid nem Descrip.on Unit Unt Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cat ILol Contract Orders 194105 SIOEWALO.WALL FOOTING LF. 515.41 1,524.00 523,484.54 0.00 50.00 944.00 514,547.04 9A400 91454704 580.00 58,937.80 1,524.00 523,48484 10000 19-0112 EXPANSION JOINTS FOR WAILS IN LF. 531.36 170.0 $5,331.20 0.00 30.00 18.00 S56442 18.00 $564.48 152.00 54.766.72 170.00 $5,331.20 100.20 C.O.19 Totals $7,934.49 $0.00 541,673.52 541,673.52 536,504.52 960,17804 1010.50 C.O.20 Rtltmalbn a WEE A38 CLEARING ANO GRU88ING ACRE 520803.00 -0.700 .514,000 00 0.000 $0.00 0.000 $0.00 0.000 $0.00 0.00 50.00 0.00 $0.00 0.00 20-618 CLEARING AND GRU88ING ACRE 520,000.00 0.770 515,40000 0.003 50.00 0.634 516,680.00 0.834 $16,680.00 0.00 $0.00 0.83 516,411003 106.31 A26 ROADWAY EXCAVATION WNQ.HAUL CY. $50.00 -6,650 .5342903.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 50.00 0.00 20.A26 ROADWAY EXCAVATION INCL HAUL CY. $50.00 6,957 5347,650.00 0.00 $0.00 6,957.00 5347,850.00 6,957.03 $347,850.00 0.00 $0.00 6,957.03 5347,850.00 100.00 20-0111 REMOVE 5 TREES FROM 382E 15 510515.00 1.0 510,518 CO 0.00 50.00 1.00 $10,518.00 1.00 910,518.00 0.00 $0.00 1.00 510,51800 10000 20-A113 000E0 LANDSCAPING IN WEE LS. 510,505.00 1.0 510,505.00 0.00 $0.00 0.00 50.00 0.00 50.00 1.00 510,505.00 1.00 510,505.00 100.00 C.O.I0 Totals $27,773.00 $000 5375.048.00 5375,048.00 510,505.03 5385,553 00 1388 23 C.O.21 Imbibe at C837 14AM POLYPROPYLENE STORM SEWER PIPE 12 IN.0I404. LF. 555.00 .3,033.5 9166,842.50 0.00 50.00 000 50.00 0.00 50.00 0.00 50.00 0.00 $0.00 0.00 214.4 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. LF. 555.00 3,012.7 5165,698.50 0.03 50.00 3,107.40 5170,907.00 3,107.40 $170,907.00 0.00 50.00 3,107.40 5170,907.00 103.14 7.448 DUCTILE IRON SEWER PIPE 12 IN. 010M. LF. 59000 -400.0 .536,000.03 0.00 50.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21446 DUCTILE IRON SEWER PIPE 11 IN. 040M. Li. $90.00 419.E 537,782.00 0.00 50.00 311.60 S28,044.00 311.60 528,04400 0.00 $0.00 311.60 528,044.00 74.23 Al9 CONOtETE INLET EACH $1,200.00 -1 -$1,20000 0.00 $0.00 0.00 $0.00 0.00 S0.00 0.00 S0.00 000� S000 0.00 21449 CONCRETE Purr EACH 51,20300 2 52.40000 0.00 $0.00 200 52.400.00 2.00 52,400.00 0.00 $0.00 200 32.400.00 100.38 14-450 CATCH ROSIN 7yPt t EACH $1,400.00 -29 -540.600.00 0.00 $0.00 000 50.00 0.00 50.00 0.00 50.00 0.00 50.00 0.00 21450 CATCH 64315 TYPE 1 EACH 51,400.00 28 539,200 CO 0.00 $0.00 2200 539,200.00 28.00 539,200.00 0.00 50.00 28.00 539.100.00 100.00 C.O.21 Torah 5438.00 50.00 5340951.00 5240,551.00 30.00 5240,551.00 37737 C.O.22 Mtn Oe0M Pulperaallep 22-9114 AOOIONAI DEPTH ASPHALT PULVERIZATION IN W20 LS. 55,050.20 1.00 55,050.20 1.00 55,050.20 0.00 50.00 1.00 55,050,20 0.00 50.00 1.00 55,050.20 100.00 C.O.22 Totals 55,050.20 55,050.20 50.00 55,050.20 50.00 55,050.20 10003 Schedule A Plus C.O.Totals $4,852,271.15 S329,769.85 $4,277,272.01 54,607,041.86 S575,027.41 55,182,069.27 $0.00 0 City of Renton Progress Payment No 12 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Escalating FHWA: Pay Period: 11/01/2022 to 11/30/2022 No. Completed Project Estimates Date: December 6,2022 Payments in dude sen.maledn,er„ns,undertone Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item I Oescnpt on I urn I unt Price I Quantity I Cost quantity I Cost Quantity I Colt Qoantny I Cost Quantity I Cost aantrty I Cost itaContract adma Schedule B Schedule B (11I MOBILIZATION AND DEMOU DON (NOT TO EXCEED 10%OF TOTAL OF BID SCHEDULE 5) LS. 515.02000 515.03000 000 5000 100 $15,000.00 1.00 515,000 CA 0.03 50.00 1.00 515,000.00 100.00 02 TRENCH SAFETY SYSTEMS LS. 52,000.00 1 52,00000 0.00 5000 100 52,003..00 1.00 12,00000 000 $0.00 1.00 52000.00 100.00 REMOVAL AND REPLACEMENT OF B3 UNSUITABLE FOUNDATION Tog/ 560.00 10056,00300 000 5000 000 50.00 0.00 $0.00 0.03 50.00 0.00 S0.00 0.00 BA SELECT IMPORTED TRENCH!ACM L TON $35 00 1165 544,27500 0.03 5000 1.090 a8 S38,166.80 1.090.68 536,166.80 000 50.00 1,090.45 538,166.50 86.20 >ti >.< 5000 5000 50.00 0.00 sew 0 m $0.00 0.00 50.00 0.00 B6 FURNISH AND INSTALL 8-INCHCL52 20 WATER MAN WITH RESTRAINED-JOINT FITTINGS AND POLYETHYLENE ENCASEMENT LF. 5140.00 S7 000 00 0.00 SO 00 0 00 S0 00 0 02 5000 0.00 50.00 000 50.00 0.00 17 B7 FURNISH AND INSTALL 12-INCH CL 52 62 WATER MAN WITH RESTRAINED-IENT FITTINGS AND POLYETHYLENE ENCASEMENT L F. 5125.00 57,750 00 0 CO 50 00 61.95 57868.75 62.95 $7,868 75 0 00 $0.00 62.95 57,868.75 101.53 88 FURNISH AND INSTALL 161001 CI.52 740 WATER MAN WITH RESTRAINED-LOIN FITTINGS AND POLYETHYLENE ENCASEMENT LF 5135.00 S99,900.00 0.00 50.00 729.50 598,482.50 729.50 S92,482.50 0.00 50.00 729.30 598,482.50 98.58 09 ADDITIONAL DUCTILE IRON FITTINGS L3S 55.00 3600 118.000 00 0.00 50 00 632.00 53,160.00 632.00 53,160.00 0 CO $0.00 632.00 53.160.00 17.56 910 CONCRETE FOR NAZI BLOCKING CY. 5100.00 27 S2,70000 0.00 $0.00 1685 51,685.00 16.85 51,68500 000 50.00 16.05 51,685.00 62.41 Bl/ CONNECTION TO EXISTING WATER 4 MAIN EACH 53,500.00 514,230 CC 0.00 $000 100 514,000.00 4.00 514,000.00 0.00 50.03 4.00 514,000.00 100,00 012 CUT AND CAP EXISTING WATER 11 MAIN AND ABANDON EXISTING WATER FACILITIES EACH 5650.00 $7,15000 0.00 $0.0 _ $0.00 0.00 $0.00 0.00 50.00 000 $0.00 0.00 17 �C S0 00 50 00 $0.00 0.00 SD 00 _ 0 00 $0.00 0.00 $0.00 0.00 B16 FURNISH AND INSTALL 61NCH GATE 2 --- VALVE ASSEMBLY EACH 91,400.00 92,0030.1 000 5000 2CO 52,800.00 200 $2,80000 000 5000 2.00 32,800.00 100.00 HIS FURNISH AND INSTALL 12-INCH GATE 1 VALVE ASSEMBLY EACH 52,500.00 52.500.00 0.00 5000 1.00 5250000 1.00 52,500.00 0.03 50.00 1.00 12,500.00 100.0 516 FURNISH AND INSTALL I&INCH GATE 1 - VALVE ASSEMBLY EACH 58,00000 58,00000 000 $0.00 1.03 S5000.00 1.00 $6,000,00 0.00 $000 1.00 58.00000 100.00 • Q City of Renton Progress Payment No 12 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 11/01/2022 to 11/30/2022 No. Completed Project Estimates Date: December 6,2022 Payments Includes estimated overruns,ondetrurd. Contract Thu Progress Payment Previous Payment. Payments to Date Estimate to Complete Estimate at Completion Change BA Item Dnc,,Pt on urn In t Fri. Quantity Cott Quantity Coat Quantity Cost Quantity Cost Quantity Cost Quantity Cost %er Conan Orders 817 FURNISH AND INSTALL FIRE 2 HYDRANT ASSEMBLY ON NEW WATER MAIN EACH 58.007.00 516,00000 0.07 50.00 2.00 916,000.00 2.00 516.000.00 0.00 $0.00 2.00 $16,000.00 100.00 B18 FURNISH AND INSTALL FIRE 7.0 HYDRANT ASSEMBLY ON EXISTING WATER MAIN INCLUDING WET TAP BY APPRCVED WET.TAP CONTRACTOR EACH 58.00000 556,00000 000 00.00 7.00 956,000.00 7.00 056,000.00 000 50.00 7.00 956,000.00 100.00 819 FURNISH AND INSTALL 1-INCH 1 WATER SERVICE CONNECTION EACH 51,700.00 91.700.00 0.00 50.00 1.00 51.70000 1.00 51,70000 0.00 50.00 1.00 51,700.03 10000 820 STORMWATER POLLUTION 1 PREVENTION IAND TESCI PLAN AND IMPLEMENTATION L.S. S1.000.00 91,000.00 0.003 S0.00 1.000 01,000.00 1.00 51,000.00 0.00 50.00 1.00 $1.000.00 100.00 FURNISH AND INSTALL l.INCH B2: 1 PERMANENT BLOW-OFF ASSEMBLY EACH 53,500.00 53,500.00 0.00 50.00 1.00 $3,500.00 1.00 $3,500.00 0.00 50.00 1.00 53,500.00 100.o0 Sub-T0tals 9311,0750o 00.00 5271,363.0s 6271,663.05 5000 S272,863.05 87.39 vlashny;on_}late Sales I a x 101ts 531.418.58 $0.00 S27,058.17 527,158.17 $0.00 927,451117 Schedule B Totals $302A93S8 1000 5299321.22' 5299,321.22 5000 5299.32112 87.39 • ;bt City of Renton Progress Payment No 12 Project Name: Duvall Avenue NE CAD: CAG 20065 TIB: N/A. Contractor: Need Trucking and Excavating FHWA: Pay Period: 11/01/2022 to 11/30/2022 No. Completed Project Estimates Date: December 6,2022 Payments Indudasntimated wxnna undemu,N. Contract Thu Proems Payment Prim:.Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item I Description I Unit I Unit Price I Quantity 1 Cost uwntay I Cost Quantity I Cost a.ntu'I Cost Quantity I cost Qoantiy I Con %at Contract Orders Schedule B Change Orders Schedule B Change Orders co.E6 Weer Male Ceeeaoian Rey 16-632 WATER TANNCONFUCTRE30CUT1ON FA. 01,500.10 1.00 51,500.00 0.00 50.00 1.32 51,976.47 1.32 51,976.47 0,00 50.00 1.32 51,97667 131.76 C.O.16 Tomah I 51,500.00 50.00 51,976.47 51,976.47 50.00 51,976.47, 131.76 C.O.17 FN an 2011 FURNISH AND INSTALL 8-INCH CL Si WATER MAIN WITH RESTRAINEPKRNT FITTINGS AND 06 POCYETN9LENEENCASEMENT LF. S140.00 •20.00 -52,800.00 0.00 50.00 S0.00 0.00 S0.00 0.00 50.00 0.00 $0.00 0.00 FURNISH AND INSTALL CINCH CL 52 WATER MAIN WITH RESTRNNED-IOINT FITTINGS AND 17-86 POLYETHYLENE ENCASEMENT 1.6. 5140.00 52.00 57,180.00 0.00 50.00 56.45 07,903.00 56.45 51,903.00 0.00 50.00 S6.45 57,903.00 108.56 CUT AND CAP EXISTING WATER MAIN AND ABANDON OUSTING B12 WATERFAOLm(5 EACH 5650.00 •11.00 -57,150.00 0.00 50,03 0.00 $0.00 0.00 50.00 0.00 50.03 0.00 50.00 0.00 CUT AND CAP EXISTING WATER MAN AND ABANDON EXISTING 17-812 WATER FAOLmES EACH 5650.03 13.W 58,450.00 0.03 5000 13.00 58,450.00 13.00 58,45000 0.00 50.00 13.00 56650.00 10000 MODULAR BLOCK WALL AND SURVEY 17.823 FORFH LS. S6,000.00 1.00 56000.00 0.00 $0.00 0.20 $1,200.00 0.20 51,100.00 0.80 54,800.00 1.00 56,000.00 100.00 C.O.17 Totals I 511,780.00 50.00 517,553.00 517,553.00 54,800.03 512,35300, 189.75 Schedule a C.O.Sub-Toth 513,280.00 $0.00 519,329.47 513,529.47 54,800.00 524,329.47 183.10 Washington State Sales Tax 10.1% 51,341.28 50.00 51.972.43 51,972.48 5484.80 52657.28 Sshad,tle a Change Order Totals 014,62121 S0.O0 021,501.9S $23,501.95 $5,11.80 526,786.75 103.20 Schedule B Plus Schedule B C.O.Totals 5357,114.86 $0.00 $320,823.16 $320,823.16 $5,284.80 $326,107.96 91.32 Schedule C Schedule C CS SPOC RAN LS. 550000 3.00 5500.00 0.00 50.00 1.00 5500.00 1.00 S500.00 0.00 5000 1.00 S500.00 100.03 C2 MWIUZA110N 1,5. 510030.00 1-00 510,000.00 0.00 50.00 LOO 010.000.00 1.00 510,000.00 0.00 50.00 1.00 510,000.00 10000 CS IDINTUTIUTY TRENCH LF. 5100.00 180.00 S18,000.03 0.00 S0.00 200.00 520,000.00 200.00 520,000.00 0.00 $0.00 200.00 S20,00000 111.11 14 LATERAL TRENCH LF. 575.00 1,150.00 586.250 00 10.00 575000 1,112.00 583,400.00 1,122.00 584,150.00 0.00 50.00 1,122.00 584.13000 97.57 INSTALL VAL LT-PSE TYPE CS 2'6'92'6'12'0' EACH 0800.00 2.00 51,600.00 0.00 50.00 1.00 S100.00 100 560000 0.00 5000 1.00 $800.00 5000 City of Renton e Progress Payment No 12 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 11/01/2022 to 11/30/2022 No. Completed Project Estimates Date: December 6,2022 Payments Includes estimated overrun.undenvns. Contract to,.Process Paynwnt Previous Prymenta Payments to Date Estenate to Complete Etnmate at Completion Charge BA Item Descr,pt on Um lint Pelce Quantity Cost Quantity Cost Quantity Cost Qunnty Cost Quenoty Cost Qvanttty Cost Xof Contract Orders INSTALL VAULT-P5E TYPE C6 41'000sST EA01 91.000.00 400 54,08000 0.00 $0.00 4.00 54,000.03 400 54,000.00 000 S0.00 4.00 54,00.00 100.00 INSTALL VAULT•PM TYPE C7 1.3'e2131529- EACH 91,000.00 1.00 01,000.00 0.00 S0.00 000 50.00 0.00 50.00 0.00 00.00 0.00 0000 0.00 INSTALL VAL LT-COMCAST TYPE CO116'a310'PEDESTAL EACH 5750.00 1.00 5750.00 0.00 50.00 1.00 5750.00 1.00 S750.00 0.00 $0.00 1.00 S750.00 100.00 INSTALL CONDUIT PIPE-2 IN.DIAM C9-P5E L.F. 51200 30.00 S360.00 20.00 5200.00 203.00 52,436.00 123.00 S2,676.00 000 50.00 223.00 52,676.00 743.33 INSTALL CONDUIT'PIPE-31N.DIAM. CIO-PSE L.F. 513.00 27000 53.510.00, 76.00 S964.00 244.00 53,172.00 320.00 54.160.00 000 50.00 320.00 S4.160.00 116.52 INSTALL CONDUIT PIPE-t IN.NAM C11-PSE LF. $11.00 3,2e0.00 536,060,00 16.00 1196.00 3.146.50 S34.633.50 3,166.50 536,631.50 000 $0.00 3,166.50 034,631.50 96.54 INSTALL CONDUIT PIPE-61N.DIAM, C12-P5E LF. $2200 22000 S4040.00 0.00 50.00 232.00 S5,104.00 232.00 05,104.00 000 $0.00 232.00 55,104.00 105.45 • 0 City of Renton Progress Payment No 12 Project Name: Duvall Avenue NE (AG: CAG Z0.065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 11/01/2022 to 11/30/2022 No. Completed Project Estimates Date: December 6,2022 Payments Includes estimated overruns.undemun, Contract Thu Progress Payment Prenous Payments Payment,to Date Estimate to Complete (gnat.at Completion Change Ihd item Drscnpt on Unn unit Prue QuanlOy Cost Ouant8y Cost Quantity Cost Quantity Cost Wannty Cost Quantity Cost %at Contract Orden INSTALL CONDUIT PIPE•a IN.DOJO CU-COP/CAST LF. $11.00 180.00 51,980 co ono 5000 195.00 52.145.00 195.00 02,145.00 000 5000 195 CO 02,14500 10833 Sub-Totals 5168,870.03 52,176.00 5166,940.50 5169,116.50 50.00 S169,116.50 100.15 Weshnion State Sales 10.1% 517,055.87 5219.78 516,860.99 517,080)) 5000 517,080.77 Schedule C Totals $1as,92s.17 $2,395.78 $1a3,a01.49 $186,197.27 $0.00 $116,187.27 100.15 Schedule C Change Orders Schedule C Change Orders CO.000 So.00 Sono, So.00 0.o0 50.00 50.00 0.00 5C.00 801v/01 50.00 Sow 5000 50.00 0.00 $0.00 1019/01 5000 50.00 50.00 0.00_ 5000 50.00 0.00 5000 1019/01 C.O.90 Tales 50.00 50.00 5000 50.00 S0.00 50.00 0019/01 Cams( '50.00 5000 S0.00 0.00 50.70 S0.00 000 SO DO e010/01 50.00 50 00 50.00 0 DO 50 00 50.00 0 00 50 00 0019/01 i 50.00 S0.00 $0.00 0.00 50.00 50.00 0.00 5000 e09/01 C.O.looOt Totals 50.00 5000 S000 0DO 50.00 S0.00- 5000 8DIV/01 Washington State Sales Tau 10.1% 50.00 50.00 50.00 5000 50.00 50.00 Schedule C Change Order Totals 50.00 $0.00 $0,00 $0.00 $0.00 $0.00 IOI31/01 Schedule C Plus Schedule C C.O.Totals ;18S,925.87 $2,395.78 5183,801.4f $186,197.27 $0.06 $186,197.2T Total Schedule A,8 and C Plus Change Orders S5,395,311.87 0 City of Renton Progress Payment No 12 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Truddrtg and Excavating FHWA: Pay Period: 11/01/2022 to 11/30/2022 No. Completed Project Estimates Date: December 6,2022 Payments Includes estimated overruns,unxnnan. Contract This Progress Payment Previous Payments Payments to Date Estimate to Compin. Estimate at Completion Chano aid diem I Descriprun I Urit I Un.t Price I Quantity j Cost Quantity j Cost Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cast %of Conhmt Ord.rs •Schedule A Materials on Hand(MOM for BI A85 Electrical System Complete ) $0.00 $199,536.22 $199,536.22 ••Deferral 4148,5442S 421,600.00 -$170,144.85 Schedule A Plus Schedule A C.O.Totals $329,769.85 $4,277,272.01 $4,607,041.86 Schedule B Plus Schedule B C.O.Totals $0.00 $320,823.18 $320,823.16 Schedule C Plus Schedule C C.O.Totals $2,395.78 $183,801.49 5186,197.27 Total All Schedules and Change Orders,MOH and Deferrals $183,620.76' $4,959,832.88 55,143,453.66 Retainage 0%due to Retainage Bond $0.00 $0.00 $0.00 Pay This Amount $183,620.78 Approvals For This Progress Payment ( �ignature Date 0 Signature Date ` �7 Resident Engineer �-�/ 12-6-22 Contractor �i� —7 {.�— 4�—Cj ,C t; ;;,, I Project Manager Transportation Design Mgr. Rcben M Marion i71Washington State Department of Transportation Field Note Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 12/5/22 11/1/22 11/30/22 Calculated By Date Checked By TLS Date Inspector's Signature Date MB 12/5/22 12/5/22 Deferrals "I SI Missing Payroll(NP11) -$21,€00.U0 TSI Missing Payroll(PP12)-$148 544.85 Total deferrals to date = $170,144.85 Group Basis of Material CAPS Entry Initials Item No. Item No• Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. DOT Form 422-636 EF • Revised 9/96 7Washington State 1 Department of Transportation Field Note Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 101 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 12/5/22 11/1/22 11/30/22 Calculated By Date Checked By Date Inspector's Signature Date MB 12/5/22 TLS 12/5/22 218.5 Days Expired A3 -Type B Progress Schedule = 80% [Schedule Submitted] + 0% [8C% Contract Work Com- pleted] = 80% to date - 80% pre = 0% this estimate A4 - Project Red Line Drawings = 75% [218.5/262 days] + 0% [Record Drawings not submitted] = 62.55% to date - 59.11% paid prey = 3.44% th s estimate A5 - Cont-actor Surveying = 1*(13.0%[Start up/Mob]+9.4%[Saw Cut Limits1+9.4%[HVF] +10.6%[Storm/Sanitary Sewer]+3.8%[Water Main]+5.8%[Utility Vaults] + 22%[Curb/Edge Pave- ment]+3.2%[Walls]+10.8%[Illumination/Traffic Signals]+0.75" 7.0%Final Channeliza.iont Signs]+0.50x 5.0%[Monuments]) = 95.75% to date - 89.38% prey = 6.37% this estimate A6 -ADA Feature Surveying = 0.583x75% for work complete + 0x25% upon completion = 56.33% to date -56.33% prey= 0% this estimate A9 - Covid-19 Health and Safety Plan = 25% for approved plan + 75% [2'8.5/262 days] = 87.55% to date - 84.11% prey= 3.44% this estimate Al D- Other Temporary Traffic Control = 100% [218.5.5/262 days] = 83.40% to date - 78.82% prey =4.58% This estimate All -Traffic Contro SL pervisor= 100% [218.5/262 days] = 83.40% to date - 78.82% prey =4.58% -his estimate Group RAMS No Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity . Acceptance No. Post OK Est.No. A3 Type B Progress 11/30 LS 0% N/A Calc MB TLS 12 Schpd,iIp A4 Project Red Line 11/30 LS 3.44% N/A Calc MB TLS 12 hrawings A5 Contractor Surveying 11/30 LS 6.37% N/A Calc MB TLS 12 A6 ADA Feature Surveying 11/30 LS 0% N/A Calc MB TLS 12 A9 Covid-19Health and 11/30 LS 3.44% N/A Calc MB TLS 12 S Plan Plan A10 Other temporary Traffic 11/30 LS 4.58% N/A Calc MB TLS 12 Control Traffic Control All 11/30 LS 4.58% N/A Calc MB TLS 12 Suparvisnr DOT Form 422-636 EF Revised 9/96 • We; Washington State Department of Transportation Field Note Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 100 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 12/5/22 11/1/22 11/30/22 Calculated By Date Checked By Date Inspector's Signature Date MB 12/5/22 TLS 12/5/22 A63 - Erasion Control and Water Pollution Prevention = 100% [218 5/262 days] = 83.41% to date - 78.82% prey =4.58% this estimate A68 - Pla is for Landscaping = 0% for work completed = 0% t• date - 0% prey = 0% this estimate A71 - Irri q ation Systerr Restoration = 0 % completed to date = 0% t• date - 0% prey = 0% this estimate A72 - Irri•ation Sys em = = 0.5*( /3)-0.1667 prey = 0% this estimate A85 - El:ctrical System, Complete = 1(21.8%[Install light pole foundation]+1.9%[Install fou tion for r:located flashing.beacon pole]+0.28x (30.8%[Install light std &fixture]+1.3%[Install sig- . e e - e_ . : _ • 1 °- ! - e _ate signal nnle]a 0 2%[Relocate flashing beacon pole]+-0-A%[ln- stall con,rete pad for service or controllerl+ 0.4%[Relocate service or controllerL+4.0%;Install solar po ered radar sign]+ 25.0%[Install conduit and boxes per trench foot]+ 0.20x3.4%[Install system ire and terminat ons]+U.!%ILot demo existing components]+9./'%[Subcontractors MOB-T,i em])+ 0(0.2%[Lot testing and splicing]) = 80.4 6% to date- 62.431% prey = 18.01% this estimate A86 - Pe i manent S gning = 10% for work completed = 1.0% o date - 10% prey= 0% this estimate A87 - Removing Pavement Workings = 100.0% for work completed = 100.li% to date-. 13% prey = 90% this estimate A114 -Aeditional Depth Asphalt Pulverization in WZD = 100.0% for work comple ed = 100.1% t. date - 0% p-ev = 100` 0 this estimate Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. A63 Erosion Control and Water 11/30 LS 4.58% N/A Calc MB TLS 12 Pollution Prevention A68 Plants for Landscaping 11/30 LS 0% N/A Calc MB TLS 12 A71 Irrigation System 11/30 LS 0% N/A Calc MB :TLS 12 Restoration A72 Irrigation System 11/30 LS 0% N/A Calc MB TLS 12 A85 Electrical System, 11/30 LS 18.01% N/A Calc MB TLS 12 Complete A86 Permanent Signing 11/30 LS 0% N/A Calc MB TLS 12 A87 Removing Pavement 11/30 LS 90% N/A Calc MB TLS 12 Markings Al 14 Additional Depth Aspha t 11/30 LS 100% N/A Calc MB TLS 12 Pulverization in WZD DOT Form 422-636 EF Revised 9/96 WWashington State rill Department of Transportation Field Note Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 99 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 12/5/22 11/1/22 11/30/22 Calculated By Date Checked By tls Date Inspector's Signature Date MB 12/5/22 12/6/2 2 Material On Hand text in italics are previous MOH deductions Mil 1111111111 ' Totem Invoices: PP1 =$16,880.03 conduit: 100% installed to date*$16,880.03=-$16,880.03-(-$16,880.03) =$0 Net change PP6=$60,868.62 Light Fixtures: 28% installed to date*$60,868.62 =-$17,043.21 -0= Net Change=-$17,043.21 _PP2 = $18,121 jboxes : 100% installed to date*$18,121=-$18,121-(-$15,583.96) =Net chg=-$2,537.04 PP3 = $20,594 for wire : 56% installed to date*$20,594=-$11,630.11 -(-$9389.04)=Net chg =-$2,241.07 PP5=$41,855 Anchor Bolts: (25EA/25EA*$41,855 install WZC&B=-$41,855-(-$31,809.80) =Net change=-$10,045.20 PP5=$114,860 Light Poles: 28% installed to date*$114,860=-$32,160.80-0= Net change=-$32,160.80 Ferguson Invoices: --� PP2 :$36,112(pipe): =100% installed*($39,527.79)installed =-$39,527.79-(-$39,527.79) Net change=$0 .Ferguson Invoice: PP5=$218,530 (Filterra): (13EA/13EA)*$218,530 =-$218,530-(-$218,530) Net change=$0 Net change to MOH: — = (-$17,043.21-$2,537.04-$2,241.07-$10,045.20-$32,160.80)+($0-$0) = (Totem) +(Ferguson) =-$64,027.32 Net change *Deferred for missing TSI payrolls Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. MOH Totem (PP1) 11/30/22 LS -$0 Visual MB 12 _ MOH Totem (PP2) 11/30/22 LS -$0 Visual MB 12 MOH Totem (PP3) 11/30/22 LS -$0 Visual MB 12 MOH Totem (PP5) 11/30/22 LS -$0 Visual MB 12 MOH Totem (PP5) 11/30/22 LS -$0 Visual MB 12 MOH Totem (PP6) 11/30/22 LS -$0 Visual MB 12 MOH Ferguson (PP2) 11/30/22 LS -$0 Visual MB 12 MOH Ferguson (PP5) 9/30/22 LS -$0 Visual MB 12 DOT Form 422-636 EF Revised 9/96 City of Renton Duvall Ave NE G&O 020593 PP12 Materials On Hand 1 Yet To be Invoice Description PP1 PP2 PP3(+) PP3(-) PP4(+) PP4(-) PPS(+) ,PPS(-) PP6(+) PP6(-) PP7(-) PP8(-) PP9(-) PP10(-) PP11(-) PP12(-) installed Totem(PP1)#9323272584 (Conduit) $16,880.03 -$1,132.70 -$2,350.00 -$1,057.30 -$426.00 -$9,550.83 -$2,363.20 $0.00 Totem(PP2)#9324949716 ()box and vaults) $18,121.68 -$7,973.24 -$1,449.68 -$6,161.72 -$2,537.04 $0.00 Totem(PP3)#2934755 and -#325478145(wire and Jbox lids) $20,594.37 -$8,607.84 -$781.20 -$2,241.07 $8,964.26 Totem(PPS)2926217 - _ (Anchor Bolts) $41,855.00 -$16,742.00 -$5,022.60 -$10,045.20 -$10,045.20 MOO Totem(pp5)2926217-01 _ (street light poles) $114,860.00 -$32,160.80 $82,699.20 Totem(PP6)(street light factures) $60,868.62 -$17,043.21 $43,825.41 Ferguson(PP2)1028177 and 1061343(PP Storm Pipe) $39,527.79 -$8,076.14 -$3,566.00 -$4,607.57 -$18,021.29 -$1,304.01 -$3,952.78 $0.00 Ferguson(PP4)(DI water and storm pipe) $82,556.00 -$10,442.00 -$15,039.00 -$57,075.00 $0.00 Ferguson(PPS)1058045 (Filterra) $218,530.00 -$100,860.00 -$67,240.00 -$50,430.00 $0.00 Shope(PP2)10015802 and 10015804(CBs) $5,621.12 -$3,863.10 -$396.40 -$1,361.62 $0.00 Totalhis Perio $16,880.03 $63,270.59 -$1,085.41 $65,801.60 $343,503.27 -$79,949.95 -$142,112.76 -$10,045.20 $0.00 -$54,382.78 -$2,363.20 t$64(027?32 E. • Washington State �� Department of Transportation Field Note Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 98 Contract No. Station Line C/S • CAG 20-065 King County Staked By Date Work Started Work Completed 12/5/22 11/1/22 11/30/22 Calculated By Date Checked By Date Inspector's Signature Date MB 12/5/22 Force Account Summary A8 - Ltility Conflict Resolution 11/4 - Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. A8 Utility Conflict 11/4/22 FA N/A Calc MB 12 Resolution DOT Form 422-636 EF Revised 9/96 Washin on State V/ Department of Transportation Field Note Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 97 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 12/5/22 11/1/22 11/30/22 Calculated By Date Checked By Date Inspector's Signature Date M B 12/5/22 TLS 12/5/22 1 A39 Asp salt Cost Price Adjustment . October - $10875.28 A96 Fuel Cost Adjustment . October-$1211.29 • Group I Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. A39 Asphalt Cost Price 11/30/22 Calc $10875.28 N/A Est. MB TLS 12 Adjustment - A96 Fuel Cost Adjustment 11/30/22 Calc $1211.29 N/A Est. MB TLS 12 DOT Form 422-636 EF Revised 9/96 Asphalt Cost Price Adjustment PP12 (Worksheet) BASE COST $445.00 UPPER THRESHOLD $467.25 Note:Base Cost and Current Reference Cost to be taken from WSDOT website below: LOWER THRESHOLD $422.75 http://www.wsdot.wa.gov/biz/construction/pdf/referencecosts.pdf CURRENT REFERENCE COST $672.50 ELIGIBLE BID ITEM UOM Qty This Est. HMA Cl. 1/2 In. PG 64-22 Ton 946.17 HMA for Approach Cl. PG HMA for Preleveling Cl. PG HMA for Pavement Repair Cl. PG Commercial HMA Sum of Quantities 946.17 Asphalt Cost Price Adjustment $10,875.28 For Current Estimate (Payment/Credit) Note: Base Cost = the reference cost posted on the Agency website for the period immediately preceding the bid opening date. Current Reference Cost = the most current cost posted on the Agency website on the day of estimate cut-off. FUEL COST ADJUSTMENT PP12 (WORKSHEET) BASE FUEL COST 3.41 dollars http://www.eia.gov/petroleum/gasdiesel/ U.S. On-Highway Diesel Fuel Prices(dollars per gallon) Upper Threshold 3.75 West Coast less California Lower Threshold 3.07 Monthly Fuel Cost 5.14 dollars http://www.eia.qov/petroleum/qasdiesel/ U.S. On-Highway Diesel Fuel Prices(dollars per gallon) West Coast less California ELIGIBLE BID ITEM UOM Qty This Est. Factor Q BI 26 Roadway Excavation Incl. Haul CY 0.29 gal/cy 0 6-A 28 Unsuitable F Excavation Incl. Haul CY 0.29 gal/cy 0 Excavation Incl. Haul-Area CY 0.29 gal/cy 0 Borrow Incl. Haul CY 0.25 gal/cy 0 BI 27 Gravel Borrow Incl. Haul Ton 0.17 gal/ton 0 BI 31 Structure Excavation Class B Incl. Haul CY 0.25 gal/cy 0 Shoring Or Extra Excavation Class A L.S. 0.04 gal/dollar 0 7-A 35 Crushed Surfacing Top Course Ton 28.40 0.70 gal/ton 19.88 Crushed Surfacing CY 1.02 gal/cy 0 Processing And Finshing MI 270.00 gal/mile 0 Agg. From Stockpile For BST CY 0.61 gal/cy 0 Furnishing And Placing Crushed CY 1.02 gal/cy 0 7-A 37 HMA Cl. 1/2 In. PG 64-22 Ton 946.17 0.90 gal/ton 851.553 HMA For Ton 0.90 gal/ton 0 Commercial HMA Ton 0.90 gal/ton 0 Cement Concrete Pavement CY 1.00 gal/cy 0 Cement Concrete Pavement- Including Dowels CY 1.00 gal/cy 0 BI 42 Concrete Class ( 4000 CY 1.00 gal/cy 0 Commercial Concrete CY 1.00 gal/cy 0 Superstructure L.S. 0.02 gal/dollar 0 St. Reinf. Bar LB. 0.02 gal/lb 0 Epoxy-Coated St. Reinf. Bar LB. 0.02 gal/lb 0 Sum Of Q 871.433 Monthly Fuel Cost Payment/Credit $1,211.29 NOTE: Base Fuel Cost=Weekly U.S. On-Highway Diesel Fuel Prices (Dollars per Gallon)dated on the nearest Monday occuring three weeks prior to bid opening. Monthly Fuel Cost = Most recent Monthly U.S. On-Highway Diesel Fuel Prices (Dollars per Gallon). Search Asphalt binder reference . cost Find the latest average selling price of asphalt cement for both eastern and western Washington. An asphalt cost price adjustment provision is included in all of our contracts that use hot mix asphalt.The prices published below are used to determine the credit or payment amount when there are qualifying changes in the reference cost of asphalt binder, as specified in the contract special provisions.This information is updated frequently, however,there is no set schedule.The reference cost posted is for the period immediately preceding the bid opening date. We establish the asphalt binder reference cost from the selling price of asphalt cement furnished by Poten and Partners, Inc.for the Pacific Northwest: • Western reference cost is based on the selling price for the Seattle,Washington area • Eastern reference cost is based on the selling price for the eastern Washington area,including northern Idaho The asphalt binder reference cost will be the average of the selling price for each Friday during the specified period.Asphalt binder reference costs are posted at the end of the period. Date Effective Begin Period End Period Eastern Western 11/14/2022 11/01/2022 11/15/2022 $645.00 $672.50 11/03/2022 10/16/2022 10/31/2022 $670.00 $672.50 • • ").•owl U.S. Energy Information e I a Administration PETROLEUM & OTHER LIQUIDS OVERVIEW DATA ANALYSIS&PROJECTIONS GLOSSARY FAGS, Weekly Retail Gasoline and Diesel Prices (Dollars per Gallon,Including Taxes) Area:IU.S. •-,I Period:'Weekly 'I Show Data By: Graph View CO'Product C Area Clear History Gasoline-All Grades 0 3.887 3.857 3.909 3.876 3.763 3.649 1993-2022 _ All Grades-Conventional Areas 0 3.693 3.652 3.708 3.688 3.582 3.473 1994-2022 All Grades-Reformulated Areas 0 4.271 4.263 4.312 4.253 4.126 3.997 1994-2022 Regular 0 3.769 3.742 3.796 3.762 3.648 3.534 1990-2022 Conventional Areas 0 3.609 3.570 3.628 3.606 3.498 3.389 1990-2022 Reformulated Areas 0 4.113 4.112 4.162 4.102 3.973 3.848 1994-2022 Midgrade 0 4.314 4.262 4.296 4.270 4.167 4.053 1994-2022 Conventional Areas 0 4.021 3.968 4.003 3.996 3.901 3.802 1994-2022 Reformulated Areas 0 4.752 4.707 4.735 4.687 4.568 4.432 1994-2022 Premium 0 4.639 4.600 4.641 4.615 4.507 4.383 1994-2022 Conventional Areas 0 4.374 4.327 4.368 4.364 4.265 4.157 1994-2022 Reformulated Areas 0 4.953 4.930 4.968 4.920 4.800 4.657 1994-2022 Diesel(On-Highway)-All Types 0 5.341 5.317 5.333 5.313 5.233 5,141 1994-2022 Ultra Low Sulfur(15 ppm and Under) 0 5.341 5.317 5.333 5.313 5.233 5.141 2007-2022 Low Sulfur(Above 15 ppm to 500 ppm) 0 2007-2008 Click on the source key icon to learn how to download series into Excel,or to embed a chart or map on your website. -=No Data Reported: -=Not Applicable; NA=Not Available;W=Withheld to avoid disclosure of individual company data. Notes:Conventional area is any area that does not require the sale of reformulated gasoline.All types of finished motor gasoline may be sold in this area.RFG area is an ozone nonattainment area designated by the U.S.Environmental Protection Agency(EPA).which requires the use of reformulated gasoline.We stopped publishing Low Sulfur On-Highway Diesel(LSD)prices at the U.S.level on December 8,2008,because fewer stations were selling LSD as a result of EPA diesel fuel regulations.We continued to collect LSD prices from retail outlets and included them in the Diesel Average All Types price until July 26,2010, when no more outlets reported LSD sales.Beginning July 26,2010,publication of Ultra Low Sulfur Diesel(ULSD)price became fully represented by the Diesel Average All Types price.As of December 1,2010(September 1,2006 in California),any on-highway diesel fuel sold is ULSD as mandated by EPA on-highway diesel fuel regulations.We did not collect weekly retail motor gasoline data between December 10,1990,and January 14.1991.Monthly and annual averages are simple averages of the weekly data.For months and years with incomplete weekly data series,the monthly and/or annual averages are not available.On May 14,2018,we implemented statistical methodology changes to improve the accuracy of the weekly retail gasoline price estimates.As a result of these statistical methodology changes,the published retail gasoline estimates for May 14.2018,are not directly comparable to those published for May 7,2018.On June 13.2022,we implemented statistical methodology changes to improve the accuracy of the weekly retail on-highway diesel fuel price estimates.As a result of these statistical methodology changes,the published retail on-highway diesel fuel prices for June 13,2022 are not directly comparable to those published for June 6.2022. See Definitions,Sources,and Notes link above for more information on this table. Release Date:11/28/2022 Next Release Date:12/5/2022 Weekly West Coast(PADD 5)Except California ).Diesel Retail Price... https://www.eia.gov/c ,et/Kist/LeafHandler.ashx?meet&s=emd_epd... U S. Energy Information e i a Administration PETROLEUM & OTHER LIQUIDS OVERVIEW DATA ANALYSIS$PROJECTIONS GLOSSARY> FAGS Referring Pages: • Retail Prices for Diesel(On-Highway)-Alt Tyros • West Coast less California Gasoline and Diesel Retail Prices View History: ®Weekly 0 Monthly 0 Annual Download Data(XLS File) Weekly West Coast(PADD 5)Except California No 2 Diesel Retail Prices j DOWNLOAD Dollars per Gallon 6 2 0 2012 2013 2014 20'15 2016 2017 2018 2019 2020 2021 2022 -Weekly West Coast(PADD 5)Except California No 2 Diesel Retail Prices e a Source.U.S.Energy Information Adminietration Chart Tools no analysis applied v This series is available through the EIA open data API and can be downloaded to Fool or embedded as an interactive chart or map on your webslte. Weekly West Coast(PADD 5)Except California No 2 Diesel Retail Prices(Dollars per Gallon) Week 1 Week 2 Week 3 Week 4 Week 5 Year-Month End Witt Value End Date Value End Date Value End Date Value End Date Value 2011-Dec 12:12 3.990 12:19 3.928 12.26 3.906 2012-Jan 01/02 3.900 01109 3.927 01/16 3.945 01/23 3.938 01/30 3.930 2012-Feb 02/06 3.928 02/13 4.017 02/20 4.054 02127 4.227 2012-Mar 03/05 4.275 03/12 4.348 03/19 4.372 03/26 4.383 2012-Apr 04/02 4.378 04/09 4.377 04/16 4.356 0423 4.299 04/30 4.252 2012-May 05/07 4.226 05/14 4.192 05/21 4.152 05/28 4.089 2012-Jun 06104 4.022 06/11 3.902 06/18 3.820 06/25 3.758 2012-Jul 07/02 3.682 07/09 3.698 07/16 3.705 07/23 3.812 07/30 3.816 2012-Aug 08/06 3.883 08/13 4.078 08/20 4.184 08/27 4.288 2012-Sep 09/03 4.343 09/10 4.358 09/17 4.321 09/24 4.249 2012-Oct 10/01 4.212 10/08 4.207 10/15 4.238 10/22 4.195 10/29 4.092 2012-Nov 11/05 4.068 11/12 4.098 11119 4.038 11/26 4.070 2012-Dec 12/03 4.046 12/10 3.982 12/17 3.933 1224 3.915 12/31 3.928 2013-Jan 01/07 3.918 01/14 3.900 01/21 3.911 01/28 3.946 2013-Feb 02/04 4.076 02/11 4.187 02/18 4.236 02/25 4.221 2013-Mar 03/04 4.207 03/11 4.165 03/18 4.105 03/25 4.046 2013-Apr 04/01 4.016 04/08 4.023 04/15 3.970 04.22 3.885 04/29 3.833 2013-May 05/06 3.830 05/13 3.883 05/20 3.932 05/27 3.917 2013-Jun 06/03 3.899 06/10 3.870 06/17 3.874 06/24 3.879 2013-Jul 07/01 3.856 07/08 3.864 07/15 3,917 07/22 3.956 07/29 3.970 2013-Aug 08/05 3.961 08/12 3.946 08/19 3.965 08/26 3.973 2013-Sep 09/02 4.032 09/09 4.045 09/16 4.032 09/23 3.995 09/30 3.961 2013-Oct 10/07 3.936 10/14 3.939 10121 3.954 10/28 3.941 2013-Nov 11/04 3.923 11/11 3.881 11/18 3.872 11/25 3.872 2013-Dec 12/02 3.929 12/09 3.906 12/16 3.884 12/23 3.883 12'30 3.930 2014-Jan 01/06 3.934 01/13 3.891 01/20 3.861 01/27 3.875 2014-Feb 02/03 3.902 02/10 3.901 02/17 3.911 02/24 3.948 1 of 3 4/7/2022,.1:54 PM Weekly West Coast(PADD 5)Except California > :,Diesel Retail Price... https://www.eia.gov/dil- ',,et/hist/LeafHandler.ashx?n=pet&s=emd epd... End Date , Value End Date I Value End Date F Value End Date I Value End Date I Value • Year-Month End Date Value End Date Value End Date Value End Date Value End Date Value 2014-Mar 03/03 3.943 03/10 3.960 03/17 3.942 03/24 3.925 03/31 3.908 2014-Apr 04/07 3.894 04/14 3.893 04/21 3.945 04/28 3.954 2014-May 05/05 3.944 05/12 3.928 05/19 3.923 05/26 3.929 2014-Jun 06/02 3.923 06/09 3.899 06/16 3.903 06/23 3.973 06/30 3.994 2014-Jul 07/07 3.985 07/14 3.971 07/21 3.942 07/28 3.928 2014-Aug 08/04 3.930 08/11 3.935 08/18 3.930 08/25 3.921 2014-Sep 09/01 3.973 09/08 3.979 09/15 3.967 09/22 3.929 09/29 3.876 2014-Oct 10/06 3.855 10/13 3.802 10/20 3.742 10/27 3.706 2014-Nov 11/03 3.704 11/10 3.712 11/17 3.720 11/24 3.682 2014-Dec 12/01 3.651 12/08 3.519 12/15 3.371 12/22 3.228 12/29 3.155 2015-Jan 01/05 3.074 01/12 2.978 01/19 2.826 01/26 2.763 2015-Feb 02/02 2.716 02/09 2.756 02/16 2.817 02/23 2.889 2015-Mar 03/02 2.934 03/09 2.926 03/16 2.894 03/23 2.815 03/30 2.758 2015-Apr 04/06 2.742 04/13 2.720 04/20 2.796 04/27 2.865 2015-May 05/04 2.971 05/11 3.002 05/18 3.033 05/25 3.057 2015-Jun 06/01 3.055 06/08 3.001 06/15 3.001 06/22 3.007 06/29 2.978 2015-Jul 07/06 2.978 07/13 2.919 07/20 2.873 07/27 2.814 2015-Aug 08/03 2.761 08/10 2.706 08/17 2.690 08/24 2.610 08/31 2.564 2015-Sep 09/07 2.590 09/14 2.571 09/21 2.550 09/28 2.541 2015-Oct 10/05 2.560 10/12 2.603 10/19 2.576 10/26 2.567 2015-Nov 11/02 2.549 11/09 2.607 11/16 2.602 11/23 2.555 11/30 2.510 2015-Dec I 12/07 2.477 12/14 2.431 12/21 2.373 12/28 2.318 2016-Jan 01/04 2.303 01/11 2.258 01/18 2.198 01/25 2.160 2016-Feb 02/01 2.117 02/08 2.073 02/15 2.043 02/22 2.050 02/29 2.054 2016-Mar 03/07 2.097 03/14 2.153 03/21 2.179 03/28 2.177 2016-Apr 04/04 2.179 04/11 2.200 04/18 2.251 04/25 2.282 2016-May 05/02 2.357 05/09 2.368 05/16 2.425 05/23 2.502 05/30 2.565 2016-Jun 06/06 2.600 06/13 2.610 06/20 2.606 06/27 2.600 2016-Jul 07/04 2.599 07/11 2.596 07/18 2.569 07/25 2.536 2016-Aug 08/01 2.492 08/08 2.454 08/15 2.441 08/22 2.498 08/29 2.555 2016-Sep 09/05 2.563 09/12 2.553 09/19 2.524 09/26 2.515 2016-Oct 10/03 2.524 10/10 2.591 10/17 2.635 10/24 2.645 10/31 2.655 2016-Nov 11/07 2.673 11/14 2.657 11/21 2.637 11/28 2.635 2016-Dec 12/05 2.679 12/12 2.690 12/19 2.705 12/26 2.727 2017-Jan 01/02 2.757 01/09 2.774 01/16 2.755 01/23 2.750 01/30 2.744 2017-Feb 02/06 2.748 02/13 2.761 02/20 2.767 02/27 2.772 2017-Mar 03/06 2.779 03/13 2.736 03/20 2.702 03/27 2.703 2017-Apr 04/03 2.735 04/10 2.772 04/17 2.791 04/24 2.786 2017-May 05/01 2.775 05/08 2.747 05/15 2.728 05/22 2.725 05/29 2.735 2017-Jun 06/05 2.724 06/12 2.681 06/19 2.655 06/26 2.626 2017-Jul 07/03 2.628 07/10 2.653 07/17 2.656 07/24 2.678 07/31 2.704 2017-Aug 08/07 2.747 08/14 2.788 08/21 2.786 08/28 2.806 2017-Sep 09/04 2.931 09/11 3.007 09/18 3.009 09/25 3.008 2017-Oct 10/02 3.018 10/09 2.993 10/16 3.003 10/23 3.015 10/30 3.020 2017-Nov 11/06 3.075 11/13 3.120 11/20 3.107 11/27 3.113 2017-Dec 12/04 3.106 12/11 3.072 12/18 3.044 12/25 3.026 2018-Jan 01/01 3.073 01/08 3.087 01/15 3.098 01/22 3.083 01/29 3.120 2018-Feb 02/05 3.144 02/12 3.107 02/19 3.072 02/26 3.064 2018-Mar 03/05 3.064 03/12 3.052 03/19 3.060 03/26 3.147 2018-Apr 04/02 3.202 04/09 3.226 04/16 3.326 04/23 3.366 04/30 3.394 2018-May 05/07 3.409 05/14 3.482 05/21 3.503 05/28 3.514 2018-Jun 06/04 3.508 06/11 3.489 06/18 3.473 06/25 3.453 2018-Jul 07/02 3.475 07/09 3.471 07/16 3.456 07/23 3.436 07/30 3.437 2018-Aug 08/06 3.432 08/13 3.425 08/20 3.423 08/27 3.433 2018-Sep 09/03 3.469 09/10 3.465 09/17 3.473 09/24 3.473 2018-Oct 10/01 3.506 10/08 3.558 10/15 3.591 10/22 3.587 10/29 3.564 2018-Nov 11/05 3.538 11/12 3.514 11/19 3.475 11/26 3.455 2018-Dec 12/03 3.406 12/10 3.357 12/17 3.313 12/24 3.281 12/31 3.246 Year-Month Week 1 Week 2 Week 3 Week 4 Week 5 2019-Jan 01/0/ 3.180 01/14 3.130 01/21 3.10 U1/28 3.099 2019-Feb 02/04 3.087 02/11 3.084 02/18 3.104 02/25 3.141 2019-Mar 03/04 3.155 03/11 3.162 03/18 3.139 03/25 3.156 2019-Apr 04/01 3.153 04/08 3.189 04/15 3.252 04/22 3.309 04/29 3.346 2019-May 05/06 3.345 05/13 3.355 05/20 3.352 05/27 3.338 2019-Jun 06/03 3.320 06/10 3.282 06/17 3.238 06/24 3.206 2019-Jul 07/01 3.205 07/08 3.208 07/15 3.209 07/22 3.198 07/29 3.186 2019-Aug 08/05 3.182 08/12 3.164 08/19 3.158 08/26 3.139 2019-Sep 09/02 3.139 09/09 3.131 09/16 3.161 09/23 3.238 09/30 3.228 2019-Oct 10/07 3.215 10/14 3.240 10/21 3.290 10/28 3.379 2019-Nov 11/04 3.413 11/11 3.435 11/18 3.444 11/25 3.387 2019-Dec 12/02 3.382 12/09 3.323 12/16 3.280 12/23 3.252 12/30 3.274 2020-Jan 01/06 3.264 01/13 3.241 01/20 3.206 01/27 3.198 2020-Feb 02/03 3.146 02/10 3.098 02/17 3.081 02/24 3.072 2020-Mar 03/02 3.054 03/09 3.026 03/16 2.954 03/23 2.879 03/30 2.798 2020-Apr 04/06 2.754 04/13 2.695 04/20 2.640 04/27 2.593 2020-May 05/04 2.545 05/11 2.557 05/18 2.543 05/25 2.561 2020-Jun 06/01 2.560 06/08 2.578 06/15 2.579 06/22 2.591 06/29 2.586 2020-Jul 07/06 2.596 07/13 2.594 07/20 2.597 07/27 2.586 2020-Aug 08/03 2.592 08/10 2.588 08/17 2.586 08/24 2.590 08/31 2.603 2020-Sep 09/07 2.584 09/14 2.575 09/21 2.557 09/28 2.554 2020-Oct 10/05 2.534 10/12 2.538 10/19 2.542 10/26 2.537 2020-Nov 11/02 2.541 11/09 2.572 11/16 2.686 11/23 2.713 11/30 2.742 2020-Dec 12/07 2.724 12/14 2.751 12/21 2.768 12/28 2.770 2 of 3 4/7/2022, 1:54 PM Weekly West Coast(PADD 5)Except Californiir a Diesel Retail Price... https://www.eia.gov/c'` pet/hist/LeafHandler.ashx?n=pet&s=emd epd... Week 1 Week 2 Week 3 Week 4 Weeks Upper Threshold=3.75 Year-Month End Date Value End Date Value End Date Value End Date Value End Date Value 2021-Jan 01/04 2.771 01/11 2.793 01/18 2.804 01/25 2.816 Lower Threshold=3.07 2021-Feb 02/01 2.841 02/08 2.897 02/15 2.960 02/22 3.063 2021-Mar 03/01 3.174 03/08 3.228 03/15 3.270 03/22 3.315 03/29 3.272 2021-Apr 04/05 3.259 04/12 3.248 04/19 3.248 04/26 3.250 2021-May 05/03 3.282 05/10 3.313 05/17 3.383 05/24 3.395 05/31 3.410 Base Price 2021-Jun 06/07 3.446 06/14 3.465 06/21 3.462 06/28 3.494 2021-Jul 07/05 3.550 07/12 3.568 07/19 3.598 07/26 3.610 2021-Aug 08/02 3.661 08/09 3.675 08/16 3.682 08/23 3.643 08/30 3.645 2021-Sep 09/06 3.664 09/13 3.661 09/20 3.663 09/27 3.664 2021-Oct 10/04 3.717 10/11 3.784 10/18 3.860 10/25 3.891 2021-Nov 11/01 3.932 11/08 3.974 11/15 4.009 11/22 4.009 11/29 4.032 2021-Dec 12/06 3.992 12/13 3.970 12/20 3.941 12/27 3.917 2022-Jan 01/03 3.927 01/10 4.002 01/17 4.067 01/24 4.110 01/31 4.184 2022-Feb 02/07 4.250 02/14 4.261 02/21 4.256 02/28 4.295 2022-Mar 03/07 4.978 03/14 5.416 03/21 5.319 03/28 5.402 2022-Apr 04/04 5.312 -=No Data Reported; -=Not Applicable; NA=Not Available;W=Withheld to avoid disdosure of individual company data. Release Date:4/4/2022 Next Release Date:4/11/2022 Referring Pages: • Retail Prices for Diesel(On-Highway)-All Types • West Coast less California Gasoline and Diesel Retail Prices 3 of 3 4/7/2022, 1:54 PM • ir Stale 7f; Deialtiyietit nAn Ito'! = Field Note. ecord (Sketch Grid) Book No. Page No. 96 i Contract No. Station Lin - --- - CIS- I C A6-zp-:Q&s q2 v-sI ,Le) ,i�� -e5" ,�u '(( A v.0 • . ; Co - �� Staked By - Date- Work Started Work timptetea-- 4074 Vei/41.F. /e - 1I-1f-2Z //&8-2Z //-. °.2z Checked By (Date :-.-(if Signat • (Date. Catcutated By Date � t,;( u4 i i1 -., //-3e MB -• . 12/5/22 . /47o-2,L 6( , . _ A-i 2 F/df Pts f1-zs C.a y a Sa ' <�- f 1 ( .7. �.5) f /-3 a•(_3 i) • `} - k ' 's loi4 f: 70 ' 7�5, 'Lets Si - . ; . 4-15 0 p-:_tir364- . //-7 o .( I): //1-(7 ( t) i i-3-c •( &) _ , *See, ump s,)m • ( Y A r," breakdown f1 $5 ��cf�4 s S� r W 1'c;J =0 - At-j 5`5._ 4/01-4 - U t! f-�0v_,6 1,; �/e... _ . D ) e,e3 5.�1, t.• " :4hrt- ,t -/ - - A15 - PCMS 1 1L1� 1'1�=.9 days x 48 HR = 432HR • 11/1 - 114-2-2--8-dayyx 48 HR = 384 " - - . Tcbtal.= 81A 35,. • A'7 - Se due ntigl A-row Sin 11/1 - 11/30 = 30 days x.18 HR = 1440 HR , • Basis of iafe_iat GAPS Eit-I0 Ramble_ Item N°a Date Unit Quantity RAMS Na ,:/..,; Ce: ' Wm- =. Post :OK 3G .- . 70 y5 t/la TLS MB 12 -/ ,8 - U, rI Q4( TLS Mg 12 di, • A- .5 'E { "-,-2,At s ,�, . it j u-4 45 .sc ,I' • !,r) ." l Al PCMS 11/30 HR 816 Visual - TLS MB ' 12 A17 . sequantial Arrow 11/30 HR 1440 ' Visual • TLS MB. 12 Sign - t . DOT Faim422i5ff . 41.,_ .,_, . . , , , __ ,, 7,,,,,,,;.** ,,,,00.5.,.. , FKela`Now".=Record{Sketch Grid) f7f Book No. -1 Page No. 95 ittract No. Station Line - - . CIS. . AG-20-00S '727/ 19/15' Duv4l1 , LIC !f%:iG -Gc,� Staled By Date' Work Started Work Completed 24 c /d 04.4C.3 //fig- 2Z- l/-V-22._ /,75"ZZ - - dilated (Date Checked By Date •,r.r'.Signature . 'Date .f a . ^�z / _Z?-12_ :MB. 12/5/22 .1� i' . . /A 2�7i A-/2'- '// 2/-(49,V,56 ) . </_2a(i1$o) f z,3 6a74 - - 7 r-4r/,- 7 G•.e" ✓ • - - 413 oet t/-zf.0 (o<s©) (l=zzC_z), i/-zS( z) . ,7aAl t- /.el.s o. .e f - - A- a 4 A.1- L.;"le.5 . 3 5 7 3 - :,/kg e P.4.At-e ep',Z•.)e . e 7 - I-,.0 wkf efaii , LI, ,e (20/ er- -tis .v PA Z o f1 Per /Po n9 . •(-� ' ,/ 4 G /",7/e z - --- Qom.f,�,',h,,,-ter V & 0 �/�c z e I!bw /tea f c In Iie06�'.� I id l / s. g$ - /1 5441'ee 7 •S"1 re h:�h,LS On/ •W fel /+.o-, J I I1dl/ / s Ns,eG- ./-., ,, 2 - . - "Seelu plum , /1 io, L - Z? breakdown 1 - item No. Item Na Cate Unit fluantity `RAMS No. Basis of Material CAPS Entry 'tuts t st:No. Acceptance No. - Past OK -12 (1 Ash' ef' . 6/234z Ye... 7& j — j/ir,,# ( TLS MB 12 A -(3 oTt. L4'oL I/-2?-2' l-14- f'7 eq IP/j.t1 TLS MB 12 - 1.,+wc < 11 3.2Z LP Sf le.1 - 'Il,s 14-1 . TLS MB 12 Al-S6 glee. /(•2342, J 5- 7/ji9 1.4,1 Ud l - A79 RPM Type 2 11-21-2;2 HD 1. 34 V VISUAL • TLS mg '12 A78 - RPM Type 1 11-21-22 HE 0.20 / VISUAL TLS MB 12 , DOT Fortn4224E36EF Washington State (Sketch Grid) Note-Record Book No. -. Page No. 94 Contract No. Station Line - Cis: - . Q4 -zo-065 gZ7fSf (-0 9o3t- ✓Uvfi( to - Co.k-44-.. Staked By . Date: Work Started Work 2omplete`d-- . A-ck we co.cI-�. f/-l8-z 2 /l f`i'- Zz ,q-/7-u- - Ih r.�-, By XT Date Chucked By 'Date 00-,.2;Signatu're Date ( �.�� J/ 1� MB 12/5/22 3'.5 44.5 412- C( Sets_ I/-;c' C a c1 i i-,s c`o ') t/-ram Ca?) I/-a•C 3 ) rf-r 16 1(f-i f? Th' is z- I 11Z_ So /cS 197 HR . 4-is o rc uu_ y/- r( 3, 1f 3) /I-/G(S) 4/-/7C ( P -18 i) 11/19(3,5) d/►,/ —3 -✓'. , .16.5rIR - 4-35 -_csTc_ /(-/.-(ag- lc) r s - h 55 - poarc) S cFr.: h•e4,SnF .6 s : . //7/7_ _ *See: urrpsan - breakdown t !1.-e,�� pp41„. . ;,,,,„._ -250 if DOR WIDE Li.NE L=NE = 7676 LFVJ A-89 WTDE LANE L=NE = 250 LF J . A79 FIPM Type 2 =1 .38 `iD ,J Basra of Maio ll'. CAPS•EnnY Initials Item Na Item G1O. Date Unit Quaa6ly RAMS No. , ce Na ,- Post OK" Est No. Na •.�Cepian A-1Z /-'/4r crir , /;--iy- tk5 197 asuit TLSMB 12 16.5 • t'/s c,41 TLS MB 12 44C c S rL CJ-r 1`u TAT 2,e ,J — •lids .!-i TLS MB 12 A--55 Sec, it-(72-,L;S :2.r9 ()if p 4( - . - rt' i PA,AF A - v---/51Z L-r : 7676 — WI q4( TLS MB 12 ` A79 - RPM Type 2 :.1-19-22 HD 1 . 38 VISUAL TLS MB 12 A89 Wide Lane Line 11-19•-22 LF'•''..250 VISUAL - TLS MB 12- DOT Fonn422-636 f Washington State �� Department of Transportation Field Note Record (Sketch Grid) Book No. Page No. Contract No. Station Line C/S CAG 20-065 893+58 to 927+59 Duvall Ave NE King County Staked By Date Work Started Work Completed 11/19/2022 11-19-22 11-19-22 Calculated By Date Checked By Date Inspector's Signature Date Joel McCann 11-19-22 MB 12/5/22 loe14epyi/n, 11-19-22 I Bid item A88 Paint line- f RPM'S . TYPE 2 i #3 RPM wide lane line 250 LF < A89 26 EA #4 RPM Zane line - white 3,087 LF 77 EA #5 RPM dotted lane line 40 LF 4 EA ' . #6 White wide edge line 3,315 LF \A88 0 EA #13 Double yellow center line 1,234 LF�_ 31 EA I i . Total Installed (LF) 7,926 LF i ' - - TOTAL TYPE _ . _ _-_ - . _ - . _ _ 2RPM = 138 ----- - --- EA= 1.38HD - --- - -- - - -- - ------ -- - . ._ . - - - - 'See FNR pg.94 Group Basis of Material CAPS Entry Initials Item No. Item No Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. A88 RPM Type II 11-19-22 LF 004 Visual A88 RPM Adhesive 11-19-22 LF 004 Visual A88 RPM Epoxy Adhesive 11-19-22 LF 004 Visual A88 Solvent Paint 11-19-22 LF 005 Visual A88 WB paint 11-19-22 LF ` 005 Visual A88 Reflective Glass Beads 11-19-22 LF 005 Visual DOT Form 422-636 EF Revised 9/96 • • City of Renton Duvall Avenue NE CAG 20-065 G&O#20593 11/21/2022 *See FNR pg. 94 FWD 11 plus Contractor Change of 11-19-22 RPM-Type 2 Quantity *1 RPM per 80 LF Station(Start) Station(End) Length Qty(EA) Total Length(LF) RPM(EA) White Lane Line RPM per M-20.30-04 Two-Lane Two-Way Traffic 89180 89358 178 1 178 All RPM 1 rpm per 40 If 89358 89953 595 2 1190 89358 89408 50 1 50 Dotted 2 rpm per 24 If 89903 89953 50 1 50 Dotted 2 rpm per 24 If 89953 90051 98 1 98 90051 90596 545 2 1090 90672 91931 1259 2 2518 92022 92760 738 2 1476 Total 6650 92 EA Double Yellow Center Line RPM in Left Turn Lane per M20.40-03e Detail B *1 RPM per 40 LF I Station(Start) Station(End) Length Qty(EA) Total Length(LF) RPM(EA) 89358 89408 50 1 50 89408 89512 104 2 208 89800 89903 103 2 206 89903 89953 50 1 50 90051 90216 165 1 165 90393 90596 203 1 203 90672 90916 244 1 244 91691 91931 240 1 240 92022 92262 240 1 240 92574 92759 185 1 185 Total 1791 45 EA White Wide Lane Line RPM in left turn lane per M20.40-03e Detail A *1 RPM per 20 LF Station(Start) Station(End) Length Qty(EA) Total Length(LF) RPM(EA) I 90051 90112 61 1 61 90496 90596 100 1 100 918+31 919+31 100 1 100 920+22 921+22 100 1 100 927+14 927+59 45 1 45 Total 406 20 EA Total Supp RPM Type 2: 158 Each= 1.58 HD RPM Type 1 Quantity White Lane Line RPM per M-20.30-04 Two-Lane Two-Way Traffic Station(Start) Station(End) Length Qty(EA) Total Length(LF) RPM(EA) 89180 89358 178 1 178 All RPM 3 rpm per 40 If Total 13 EA Total Supp RPM Type 1: 13 Each= 0.13 HD Aft IV Departnient of Transportation Field Note Record (Sketch Grid) r Book No. / Page No. 93 Contract No. Station Line - C/S CA(,-20-o&5 9 /9 ?" /0 fO - $ Orj4// A/6 k:niG. Ga-- Staked By Date Work Started Work Completed • ZA . k W..t=. ( a.t1-ef /C, 2 / -- 27 //-7 -2Z //-70_ ZZ' - Calculated.0y 'Date Checked By Date -I' Signature IDate px:i t/�✓( (//O-7 Z 12/5/22 /t�--' ///a'ZL / 1 '—/ s / 7 .' .31 /—S r // /o r s — / c. 7 S 4 l it / - ,spt • ? ( z) / 1 A , 1 012P gla II 4111111 Z S G, I 6 lite* tic et• f f 111111 IIIIIIIIIIIIIIIIIIIII i 11111 iiii iI■.■■■.■lI.■III■ ■r III 1 Basis of Material CAPS Entry Initials Item No. Item Group Date Unit Quantity RAMS No. :s o fence No. Post OK Est No. T No. P / -)2- /�/4-f c2 //-to-12 Mt //3.75 — �LJ1 J v4-t TLS MB ,--/3 D TC L. 4n 4 - //-,0-2L (-12 8 — V rr v -1 TLS MB 12 A-37 /z /i'M I- i/,-,Ii-Z� [Jf ZSG_oc — jo•f)at TLS MB 12 DOT Form 422-636 EF • • VITO WasigillficriDePartrientaatecertanziPortalion Field Note Record (Sketch Grid) Book No. 7, Page No. Contract No. Station Li - CIS C -zo -o6.S 9,7/,S fo y'QSfGS 0v ✓Q-// ItIvl- le;e.6.Ga- Staked By Date Work Started Work Completed 2 AGk Gil i t o 4'41 %0--2/ Z 7- /0-3/2 L //-9-z z_ - Calculated By Checked By IDate ins ors Signature IDate (Date l/- y 2L MB 12/5/22 /J //'490- L z /-7 3/.459, //-5 C ) el-rC .So) 7(.3 '4l +5-r---7-51V-54 1 24.7 5 HR A -/3 67'L / i /I-I (,/) i/-2C3) //-3c3) / - C2c5-0) j o�a / -° 9 5 HR ,* aq ind & OTT:,L 'or _ 10 31 paid.P•ev. es'. A -3 7 %` A" /- 7-64,✓c G 7 0. // *See tickets C - i/ _Lam/4- / r4"cL /GI- ?i "3s,2 //..2(,C/6) * TY'ench for ' 0/ 1 laid ``u< 4/ = q`- 1 C LF Prev. est. C_1 , 2- CeAIo,.. /- // -/, ( zO) L/r C- /6 7, "d.o..0.._ f - //- ? C36) te/- V C 4'Q) . � role/ - 76L r' e-// y_ it coNd1�r`1-- el" / (/ S) 2. /' • Item No. Item Group Date Unit Quantity RAMS No. Basis of Material CAPS Entry tnitiats Acceptance No_ _ Post OK Est No. A-/Z r f4 sj,e/5 //-y 7L to 124.75 — (//.f../4/ TLS MB 12 A-/3 017 A`b.1 /l-2(-a 1-/2 9.5 - i/:s./a/ TLS MB 12 A-37 27 /✓Alit- ,/- y- 1 /NS &p..//,l - Ili,)41 TLS MB 12 e-q z.,. ✓,',a/ rIs.,ch 11-p Lr 10 — /43 a a( TLS MB 12 C-y 2 " cow ol f- /I-i 2i L F 20 J - l/:fi-i'l _ TLS MB 12 r — TLS MB 12 . C-l( 1/ "C oN ov.F //-/-21 L F , I tI — 1/;,, 0 TLS MB 12 . DOT Form 422-636 FF . DELIVERY RECEIPT CUSTOMER COPY OFFICE:253.833.3705 FAX:253.833.3746 MILES400 Valley Ave NE SAND&GRAVEL Puyallup,WA 98372-2516 DATE CUSTOMER# ORDER# CUSTOMER P.O. JOB# PLANT# TICKET# 11/30/22 054990 934737 22-021 000289 202 283914 LOAD# CY ORDERED ICY DLVRD (SLUMP LOAD TIME TAX CODE CYLTAKEN PLT TIME OUT FULL LOAD 1 3.00 3.00 4 9:45 AM 01 GALS CUSTOMER NAME AIR% JOB TIME IN 2/3 LOAD TRANSPORTATION SYSTEMS, INC GALS JOB ADDRESS SLUMP PLCD JOB TIME OUT 1/3 LOAD DUVALL AVE NE & NE 9TH ST GALS CITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON OUTSIDE FLAT QUANTITY UNITS PRODUCT CODE 1 DESCRIPTION UNIT PRICE AMOUNT 3.00 yd 04432F 04432F 1.00 EA 5100 MIN LOAD CHARGE 3.00 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 3.00 CY 5350 WINTER PERFORMANCE (NOV-MAR) 1.00 LD 5401 FUEL SURCHARGE-READY MIX DRIVER# TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 11528 1181 DRIVER NAME SALES TAX RAMIREZ,JAVIER SUPERP ADDED SUBGRADE LOAD TOTAL — TERMS AND CONDITIONS GRAND TOTAL 1.HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with fresh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). 2.DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide suitable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the right to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless against all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during delivery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. 3.WASH OUT AREA. It will be the Customer's responsibility to provide a suitable area for the trucks to rinse and dean before leaving the job site.Additional charges may apply if a wash out area is not provided. 4.ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its employees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any claim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. 5.See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X • Material Description Design Qty Required Batched %Var%Moisture Actual Wat AGGO2 PEA#8 1750 lb 5289 lb 5260 lb -0.58% 0.75%M 5 gl AGG04 SAND CLASS 2 1360 lb 4283 lb 4200 lb -1.94% 4.98%A 24 gl C EM01 IL AG IM 2022-GUL-05 560 lb 1680 lb 1800 lb > 7.14% CEM04 CLASS F LAF 06-22 100 lb 300 lb 285 lb -5.00% ADX03 MPOLYHEED 997 20 oz 60 oz 60 oz 0.00% ADX05 MSET DELVO 40 oz 120 oz 116 oz -3.33% WATO1 WATER 1 290 lb 386 lb 375 lb -2.93% 45 gl WATD4 WATER 3R % # lb lb WATO2 HOT WATER 25 % # 129 lb 125 lb -2.93% 15 gl WATO3 WATER 2 % # lb lb Actual Num Batches: 1 Load 12056 lb Design W/C: 0.439 Water/Cement: 0.354 A Design 104-4 gl Actual 88.6 gl To Add: 15.9 gl Slump: 4.00 in Water in Truck: 0.0 gl Adjust Water 0.0 gl /Load Trim Water -4.5 gl / CY Actual WIC Ratio:0.354 Actual Water: 89 gl Batched Cement: 2085 lb Miles Sand&Gravel Company W W W.MILES.ROCKS • • I .i I DELIVERY RECEIPT CUSTOMER COPY OFFICE:253.833.3705 FAX:253.833.3746 MILES 400 Valley Ave NE SAND&GRAVEL Puyallup,WA 98372-2516 DATE CUSTOMER# ORDER# CUSTOMER P.O. JOB# PLANT# TICKET# 11/17/22 054990 34727 22-021 0002R9 202 283669 LOAD# CY ORDERED CY DI VRD SLUMP LOAD TIME TAX CODE FULL LOAD CYL TAKEN PLT TIME OUT 2 14.00 14.00 5 12-22 PM n1 GALS CUSTOMER NAME AIR% JOB TIME IN 2/3 LOAD TRANSPORTATION SYSTFMS,INC_ GALS JOB ADDRESS SLUMP PLCD JOB TIME OUT 1/3 LOAD DUVALL AVE NE & NE 9TH ST GALS CITY WORK-1,2E= REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON OUTSIDE Fl AT QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 3.00 yd 04432F 04432F 2.00 % 4420 POZZOLITH NC534 - ACCELERATOR 3.00 CY 4700 HOT WATER (NOV-MAR) 3.00 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 3.00 CY 5350 WINTER PERFORMANCE (NOV-MAR) 1.00 LD 5401 FUEL SURCHARGE-READY MIX DRIVER# TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 12713 1169 1161 DRIVER NAME SALES TAX CORPAUDZ,JA ONSUPERPSUBGCE LOAD TOTAL — TERMS AND CONDITIONS GRAND TOTAL 1.HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with fresh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). 2.DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide suitable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the right to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless against all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during delivery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. 3.WASH OUT AREA. It will be the Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional charges may apply if a wash out area is not provided. 4.ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its employees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any claim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. 5.See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. x Material Description Design Qty Required Batched %Var%Moisture Actual Wat AGG02 PEA#8 1750 ID 5289 lb 5260 lb -0.56% 0.75%M 5 gl AGG04 SAND CLASS 2 1380 lb 4211 lb 4160 lb -1.20% 3.20%A 15 gl CEM01 IL AG IM 2022-GUL-05 560 lb 1880 lb 1660 lb -1.19% CEM04 CLASS F LAF 06-22 100 lb 300 lb 695 lb > 131.67% ADX03 MPOLYHEED 997 20 oz 60 oz 60 oz o.00% ADX05 MSET DELVO 40 oz 120 oz 124 oz 3.33% WAT01 WATER 1 290 lb lb lb WATO4 WATER 3R % # lb lb WATO2 HOT WATER 100 % # 607 lb 600 lb -1.08% 72 gl WATO3 WATER 2 % # lb lb ADX04 MSET AC 534 2.00 /C 475.20 oz 476.00 oz 0.17% Actual Num Batches: 1 Load 12416 lb Design W/C: 0.439 Water/Cement 0.326 A Design 104.4 gl Actual 92.2 gI To Add: 12.2 gl Slump: 5.00 in # Water in Truck: 0.0 gl Adjust Water: 0.0 gl 1 Load Trim Water. -2.5 gl / CY Actual W/C Ratio:0.326 Actual Water: 92 gl Batched Cement: 2355 lb Miles Sand&Gravel Company WWW.MILES.ROCKS . DELIVERY RECEIPT I CUSTOMER COPY OFFICE:253.833.3705 FAX:253.833.3746 MILES400 Valley Ave NE SAND&GRAVEL Puyallup,WA 98372-2516 DATE CUSTOMER# ORDER# CUSTOMER P.O. JOB# PLANT# TICKET# 11/17/22 054990 34727 22-021 00028 LOAD# CY ORDERED CY DLVRD 8LUMP LOAD TIME TAX CODE FULL LOAD YL AKEN PL TIM- LJT 1 14.00 11.00_ 5 _ 1 _ Gus 3$AM O1 CUSTOMER NAME � AIR% JOB TIME IN 2/3 LOAD JOB RA5PORTATION SYSTEMS, INC GALS SLUMP PLOD JOB TIME OUT 1/3 LOAD DUVAI L AVF NE& NE 9TH IT GALS CITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RFNTOtI OL TSIDE-FLAT QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 11.00 yd 04432F 04432F 2.00 % 4420 POZZOLITH NC534 -ACCELERATOR 11.00 CY 4700 HOT WATER (NOV-MAR) 11.00 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 11.00 CY 5350 WINTER PERFORMANCE (NOV-MAR) 1.00 LD 5401 FUEL SURCHARGE-READY MIX DRIVER* TRUCK# PREV TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 11475 1161 DRIVER NAME SALES TAX HUGNF I MI Huu LOAD TOTAL SUPERP UGEIDDE rSU wAuE ..— -'1 -- .. TERMS AND CONDITIONS GRAND TOTAL 1.HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with fresh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). 2.DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide suitable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the right to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless against all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during delivery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. 3.WASH OUT AREA. It will be the Customer's responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional charges may apply if a wash out area is not provided. 4.ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its employees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any claim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. 5.See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. X Material Description Design Qty Required Batched %Var%Moisture Actual Wat AGG02 PEA#8 1750 lb 19394 lb 19440 lb 0.24% 0.75%M 17 gl AGG04 SAND CLASS 2 1360 lb 15343 lb 15060 lb -1.84% 2.56%E 45 gl CEMO1 IL AG IM 2022-GUL-05 560 lb 6160 lb 6150 lb -0.16% CEM04 CLASS F LAF 06-22 100 lb 1100 lb 1085 lb -1.36% ADX03 MPOLYHEED 997 20 oz 220 oz 216 oz -1.82% ADX05 MSET DELVO 40 oz 440 oz 436 oz -0.91% WATO1 WATER 1 290 lb 1740 lb 1725 lb -0.86% 207 gl WATO4 WATER 3R % # lb lb WATO2 HOT WATER 25 % # 580 lb 565 lb -2.58% 68 gl WATO3 WATER 2 % # lb lb ADX04 MSET AC 534 2.00 /C 1742.40 oz 1740.00 oz -0.14% Actual Num Batches: 1 Load 44175 lb Design W/C: 0.439 Water/Cement: 0.388 A Design 382.8 gl Actual 337.3 gl To Add:45.6 gl Slump: 5.00 in # Water in Truck: 0.0 gl Adjust Water. 0.0 gl/Load Trim Water. -2.5 gl / CY Actual WIG Ratio:0.388 Actual Water. 337 gl Batched Cement: 7235 lb Miles Sand&Gravel Company WWW.MILES.ROCKS • . DELIVERY RECEIPT CUSTOMER COPY OFFICE:253.833.3705 FAX:253.833.3746 MILES 400 Valley Ave NE SAND&GRAVEL Puyallup,WA 98372-2516 DATE CUSTOMER# ORDER# CUSTOMER P.O. JOB# PLANT# TICKET# 11/14/22 054990 _ 934724 22-021 000289 02 83456 LOAD# CY ORDERED CY DLVRD SLUMP LOAD TIME TAX CODE FULL LOAD CYL TAKEN PLT TIME OUT 1 4.50 4.50 4 9:42 AM 01 GALS CUSTOMER NAME 2/3 LOAD AIR% JOB TIME IN TRANSPORTATION SYSTEMS, INC GALS JOB ADDRESS 1/3 LOAD SLUMP PLCD JOB TIME OUT DUVALL AVE NE & NE 9TH ST GALS CITY WORK TYPE REV COUNT WATER ADDED AUTHORIZED BY: PLT TIME IN RENTON OUTSIDE FLAT QUANTITY UNITS PRODUCT CODE DESCRIPTION UNIT PRICE AMOUNT 4.50 yd 0442AB 0442AB 1.00 EA ! 5100 MIN LOAD CHARGE 4.50 CY 5300 ENVIRONMENTAL COMPLIANCE - RM 4.50 CY 5350 WINTER PERFORMANCE (NOV-MAR) 1.00 LD 5401 FUEL SURCHARGE-READY MIX DRIVER# TRUCK# PREY TRUCK DELIVERY INSTRUCTIONS SUB TOTAL 11475 1161 DRIVER NAME SALES TAX HUGHES, MICHAEL SUPERP ADDED SUBGRADE LOAD TOTAL TERMS AND CONDITIONS GRAND TOTAL 1.HAZARDOUS MATERIALS. Concrete contains cement which may cause skin irritation.Avoid contact with skin and eyes.If you should come in contact with fresh concrete,rinse/flush skin and eyes immediately. Seek prompt medical attention if required. Do not use without proper personal protective equipment(PPE). 2.DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted. The Customer agrees to provide suitable roadways or approaches to the point of delivery. If unsuitable roadways or approaches are provided,Miles Sand&Gravel Company(Miles)reserves the right to stop deliveries until the conditions are remedied. In the event the Customer orders the delivery beyond the curb line,Customer will hold Miles harmless against all liability resulting from damage to sidewalks,driveways or to the premises. In addition,if a mixer truck gets stuck and needs a tow or is damaged during delivery,the expenses of that service and repairs to the truck associated with this incident shall be the responsibility of the Customer. 3.WASH OUT AREA. It will be the Customers responsibility to provide a suitable area for the trucks to rinse and clean before leaving the job site.Additional charges may apply if a wash out area is not provided. 4.ADDITON OF WATER AND/OR FOREIGN MATERIAL. If water and/or foreign material is added to the concrete by or at the request of the Customer,its employees,agents,contractors or subcontractors,Customer accepts the concrete as delivered and waives all right to reject,revoke acceptance or assert any claim for breach of any warranty and Miles is not responsible for strength or properties of the concrete. 5.See additional TERMS AND CONDITIONS on reverse. I have read and agree to the terms and conditions on the delivery ticket. • X Material Description Design Qty Required Batched %Mar°/Moisture Actual Wat AGGO1 7/8#57 1860 lb 8412 lb 8300 lb -1.33% 0.50%M 5 gl AGG04 SAND CLASS 2 1270 lb 5918 lb 5820 lb -1.66% 3.56%A 24 gl CEM01 IL AG IM 2022-GUL-05 564 lb 2538 lb 2560 lb 0.87% ADX01 MAIR AE90 8.5 oz 38.3 oz 38.0 oz -0.65% ADX03 MPOLYHEED 997 34 oz 153 oz 156 oz 1.96% ADX02 MGLENIUM 7500 17.00 oz 76.50 oz 76.00 oz -0.65% WATO1 WATER 1 246 lb 164 lb 155 lb -5.41% 19 gl WATO4 WATER 3R % # lb lb WATO2 HOT WATER 75 % # 492 lb 480 lb -2.36% 58 gl WATO3 WATER 2 % # lb lb Actual Num Batches: 1 Load 17332 lb Design W/C: 0.436 Water/Cement: 0.342 A Design 132.8 gl Actual 105.2 gl To Add: 27.7 gl Slump: 4.00 in Water in Truck: 0.0 gl Adjust Water. 0.0 gl /Load Trim Water: -5 5 gl / CY Actual W/G Ratio:0.342 Actual Water: 105 gl Gatcned Cement 2560 lb Miles Sand&Gravel Company W W W.MILES.ROCKS KANGLEY Kar.gley Rock&Recycling Locations ROCK & RECYCLING KANGLEY PIT (Plant#21) 32500 SE Kent-Kangley Rd.,Ravensdale.WA 98051 (Plant BLACK RIVER (Plant#22)-(206)658-0912 DELIVERY TICKET ACCOUNTING:9125 TENTH AVENUE SOUTH 510 Monster Rd.Renton,WA 98055 SEATTLE,WA 98108 • (206)768-1000 LAKE FRANCIS (Plant A 23)-(206)658-0872 ACCOUNTING (206)768-1000-, 22501 SE Lake Francis Rd Maple Valley.WA 98038 FAX (206)763-2730 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY,INC. Cedar Mountain Reclamation SALES& 17877 Cedar Grove Rd SE.Maple Valley.WA 98038 ORDER DESK 206 768-1000 • Plant#20•(206)658-0913 .--- ( ) MAP LOCATE I LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT I DATE CUSTOMER NO. ORDER NO. PROJECT PLANT# r CUSTOMER NAME I CUSTOMER P.O. 'JOB NO. DELIVERY TICKET NO. 3 &LX JOB ADDRESS Ayf NUF COLLECT ON DELIVERY(C.O.D.) ❑CASH ❑CHECK# ❑CHARGE CARD# EXP. SPECIAL INSTRUCTIONS 0 VISA ❑MASTERCARD ❑ DISCOVER QUANTITY U.M. PRODUCT DESCRIPTION TONS TOTAL UNIT PRICE AMOUNT CODE ek I ..a,, 4.14 95011 Sr RCA i OP CRS 4 516 TYPE 28 40 28 40 TN 70010 WA STATE SICK LEAVE SURC-N 228 40 28 40 TN 70015 ENVIRONMENTAL SURCHARGE 28 40 28 40 IN 10020 AGGREGATE FUEL SURCHARC 28 40 rrao+s g7SM00 1 .,. SeT T.X.t):1 . DRIVER TRUCK NO. ORDERED BY REMIT PAYMENT TO l.i SUB-TOTAL 9125 10th AVE.S. DISPATCHER TAX CODE TIME DUE SEATTLE,WA 98108 WA TERMS ON REVERSE SALES TAX RELEASE—CUSTOMER RE!>EASES AND AGREES TO HOLD HARMLESS KANGLEY ROCK&RECYCLING.A DIOSION - - — OF GARY MERLINO CONSTNUC ION COMPANY . FOR ANY DAMAGE TO HIS REAL OR PERSONAL PROPERTY BALANCE FORWARD t9 CAUSED BY DELIVERY OF ERRALS LIED DAMAGE.DETAILS ON REVERSE. _ 111 CUSTOMER SIGNATURE f TOTAL --- - -- AMOUNT PRINT NAME DATE REV 04-2009 CUSTOMER COPY Materials xo', xr 04500-Auburn Asphalt CUSTOMER COPY Ticket: 45082977 t ' 4040 Way L Date: Auburn,Kersey Wa 92 •' 2:57:20.22 °� 1 ��: Time: 2:57:26PM .,. ' 0,. Vehicle: t TIGER125 Customer. !60304 " r Order: . LAKRID2212-2022 HMA/AGG VOL PRICE(FOB)10.1.2022 Cust::Name: Lakeridge Paving Co. l,,; Andress&Instructions: DIsP#: 15635 �` Job: 't Pounds fans � Kenton ReedtUuvall Ave Gr —'"--- e.,. n ' i r P.O.: os3 #2126„9L c, 82,820. 41,; �'' :� d ,.f, 4 :. ( Tare 30,400 15.20 Net 52,420 Pod ( . 7.6.21 t 72164. ; 4r- . �oatl to .,•;• r Weighmaste;�: Mike s 30 _f PG'S8H;22(64-22� •`" f`i=' Djk t ' etj t '�U i Morri , .,. • •r:': r F 'rt� /;;,., ,� s..r 10; 256.06 26.?_;1 r,•'Ton s�. �. ,, ,WAHNING:HOI'ryiIX ASPHALT(HMA)TEMPEMTURES CAN Us EXCEED 33GDEGREES. eappropriate proteeHva equipment when ViOrking with HMA. See reverse side for warranty and shipment delivery condlHxrs ri lr:TrAArn rnnv n r n n-s,s-,y , — — ICON Materials •CUSTOMER COPY , Ticket: 45082976 f S 04500-Auborn Asphalt . Date: 11/9/2022 4040 Kersey Way Time: 2:56:14PM . ,t. ::. ' gilt Auburn,WA 98092 1 fil hi : Vehicle: TIGER127 t4.74N-1;c--Ji4".i.,:V,§• ,,, .-- CUstOmef: 60304 Order: LAKRID2212-2022 HiViA/AGG VOL PRICE(FOB)10.1.2022 Cust.-Nome: Lakeridge Paving Co. Disp it: 1:156g5 Pounds Tons Addreis.&instructions: • •,• Job. ir' • Reed Duvall Ave Gross 84,520 42.26 P.O.: if2069L Tare 33,440 16.72 , RenOli . • . ' • • . Net 51,080 25.54 . g: • .. Weighm aster: Mike Morris . . • EtodUct ' • . . ',Loads Total Q y ;Tidket Qty UOM 121642301/2'PG 5611-,22(64-22) ' 9 . 225.85 128.54 Ton •'' •.. . . . ? • Thank you for your business' WARNING:tor Mix ASPHALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES,Use appropriate protective equinOnt when working with HMA. See reverse side for warranty and shipmant delivery conditions, r ,CLISTONIER ropy. Tini,s4-• A Cni-11071.7. . ' CU STOMER COPY Ticket: 45082975 ICON Materials s ` :04500-Auburn Asphalt s Date: 11/9/2022 ,I.I.:I,• r1;,•it:i,, ,;,,r 4- ' N,...,. ., 4040 Kersey Way ' . .,,,. „, Time: 2:51:25PM `'I Auburn,WA'98092 •• Vehicle: TIGER126 . :, , . Customer: 60304 Order: LAKRID2212-2022 HMA/AGG VOL PRICE(FOB)10.1.2022 Cust:Name:, Lakeridge Paving Co. Oisp#: 15635 Pounds Tons c'' Gross 83,760 41.88 AdBre'ss;&Instructions Job: Reec1 5 ;Duvall Ave Renton '," P.O.: #212.69L Tare 32,600 16.30 re Net 51,160 25.58 ' . :;tt, Welghmaster: Mike Morris Product' , 'Loads, Total Qty'Tck°et Qty.•uom • • 12164230 1/2"PG 58H=22(64-22) , 8„ . 204.31 ..25.58 :Ton ` Thank you foryour business! l WARNING:HOT MIX'ASPHALT OWN TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protectiveequipmen4hen workinAwith HMA.,See reverse,side for warranty and shipment delivery conditions. giL:S 1,rit 1.Rk:..1'.r.e _ ...CLICTIJRACR('nOV nrne�n-rr. • _' ICON Materials CUSTOMER COPY y L` t°" 04500-Auburn Asphalt Ticket: f9' 45082974 icoN:•,- .; 4040 Kersey Way Date: 11/9/2022 :. Auburn,WA 98092 Time: 2:47:50PM . '+!° �, Vehicle: LAKERID55 � Customer: 60304 Order: LAKRID2212-2022 HNIA/AGG VOL PRICE(FO0)10.1.2022 Cust.Name: ; Lakeridge Paving Co. Disp#: 15635i As&Ins"truttioosi ddres �• Pounds Tons Job: Reed Du all Ave �.,._ Gross 83,300 41.65 Renton P o.:, ii21269L aTare 32,500 16.25 f, Net 50,800 25.40 Produc Weighmaster: Mike Morris Loads To I 121642301/2"PO. 58H 22(64-2'2), " 7 T o-L X U o n�'• 7 178.73 25?4b' Ton (;kph: Thankyou for ` WARNING: MIX ASPHALT TEMPERATURES CAN EXCEED 330 DEGREES.Use apprnphateprottclive equipmentwhen perking with(MA. See reverse side for warranty and shipment delivery conditions. ' your business! i• ry ns, r i iCTR1MFR r'nov T:..L.,a. 4rn07n7n °, v r ICON Materials • CUSTOMER COPY Ticket: J ' _"4040 Kersey Way 450$2972 Date: 11/9/2022 '•' 0 Auburn,WA b92 Time: 2:33:53PM )1' .. c 9�i ::gM,ti$rJERft'`jialy; • Vehicle: TIGER128 ;; Customer ,'•6:0300' ''' Order: LAKRID2212-.2022 HMA/AGG VOL PRICE(FOB)10.1.2022 Cult:Name: Lakeridge Paying Co.. Disp Si: 15635r Address"&Iristrtfctfols:_..,. �4 K.•.. Pounds, Tons ; ,. r Job: nuvall :Reed'Di Ave Gross Renton' a f •r :°,' :q P,O.:. #21269 I 83,660 41.83 Tare 33 t ,060? ,e:__.,., 1G:53 • i•,5, Net 50,60o ' 25.30 R oduc ,f•`: , ;r. .,�#�:'' ;+;• Weighmast er: Mike Morris , ,,: oa To a Ti e ' ,` 414E ,1216423r) �72"P'G;58H-?_2(64 22) 6 ' 1:53.33 `°25.30'' Ton "' ' Thank you for your business! ;!;; .WARNING HOT MIX ASPHALT(h1MA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when,working with HMA. Sea reverse side for warranty and shipment delivery conditions. . r11STC1MFIR ropy Tt,.1..,a. 4 CA910.7,1 • I ,r;Islas3to. c ,:'_c ICON Materials ' CU,$TOMEit COPY Ticket: 45082971 04500-Auburn Asphalt , .1. . Date: 11/9/2022 4 .-•-• ,.,.,, 4040 Kersey Way ,• • Time: 20948PM . • , .. . . Auburn, . Vehicle:5 1 WA 98092 „. ,i':),I• , :•f LAKERID53 p% •-, .•:‘ . 1. : :,';;;•••`io.CIT'Onizit1'9,..4•'; C • ••.,(CoStdOei-:. 60304 Order: LAKRH)2212-2022 FINIA/AGG VOL PRICE(F08)10.1.2022 , CustAarrie: Lakeridge Paving Co. Disp#: 15635 Pounds Tons Addres5 4 Instructions: Job: Reedpuvall Ave Gross 84,620 42.31 ; . Y,... , • P.O.: #21, 69i. Tare 32,680 18.34 „ , NI! Net 51,940 25.97 ill Weighmaster: Mike Morris . ProduqV .:-.. ' . Loads Total Qty Ticket ft 'iut$1: . , ., . . .. 12164230112 pQ 681-1-22,(64-22) :: ',5,, 128.03 i211.07 Ton Thank ,. : ..,,,' -.,• .: • . ;,. ..- 1 Thpnk you for„youtbu§iness; WARNING:HOT MIX ASPHALT(HMA1 TEMPERATURES CAN EXCEED 330 DEGREES.We aotiropilate protective equipmani When working With HMA. Sea reverse side tor warranty and shipment delivery condition,. en tertlIVICO f•ADV arnevin-e. M CUSTOMER COPY ,..ICON Materials. Ticket: 45082969 , 04500-Auburn Asphalt : Date: 11/9/2022 - "'""°'---'"'— 4040 Kersey Way Time: 12:46:13PM t.,...., :..v.•1 ••• ••-t, i 1C It Auburn,WA 98092 fol . . .. ,. Vehicle: TIGER127 Customer: 60304 'Order: -LAKRID2212-2022 I-1114A/AGG VOL PRICE(FOB)10.1.2022 'i'i Cust.NaMe: Lakeridge.Paving Co: (Asp th 35635 Pounds Tons q Address&instru 41,'ctions: " Job: 0uvall Ave Gross 83,940 41.97 ' . `klutte,i' P.O.:. #21269L Tare , 33;440 16,72 Renton Net 50,500 25.25 IP Weighmaster: Mile Morris . , Product )4)ad8 Total Qty ;Ticket Qty ptl , . . 121,64230 1/21!PG 58H72:2,(64t 4) 4. 192 r ,06 -.25. 5 Ton , . ,•/,', !' , • ' ' . ' Thank you for your business! WARNING HOT MIX ASPHALT(I1MA)TEM PERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equip?Oni then working with HMA. See retierse side for warranty and shipment delivery conditions, . . ' . . YCI.1c.irtnnpi rnrw 1-:....1.-,-. ' fir rkwinr:n ICON Materials 'CUSTOMER COPY i,..r Ticket: 45082968 (01.'1rrz„.1,-:,.1.:., 04500.-Auburn Asphalt _ .11. Date: 11/9/2022 "'„-Tt'''',; 4040 Kersey Way i' Time: 12:44:48PM 1 I-, -' ., 5 ; Auburn,WA 98092 ' Vehicle: TIGER126 ' d: 1' ;.. C ' -:t. • m,04,B.1,A !s.. Ctistokieei LA 60304 Order: KRID2212,2022 HMA/AGG VOL PRICE(FOB)1.0.1.2022 „pi. g_, Cust.Name: La keridge Paving Co. Disp#: 15,635 ., Pounds Tons . • ,P. Address:N InStrOttionS:. rl•/1' * , , lob: Re4e'd Duvall Ave Gross 83,280 41.64 Tare 32,600 16.30 Rent.dh ' ,P.O.: 01269 L '...i::: ' ,.• Net 50,680 25.34 11 ..-L• . Weighmaster: Mike Morris • . i , . Prodtict-" • 'Leads Total Qty Tieket(:IN•LJOM 12164230 1/2"PG 68H-22.(64-22) 3 76.81 '425.34 Ton ie, , . . •,,,. . . r. . • . Thank you fOr your business! ---- WARNING!HOT MIX ASPHALT(WA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equiprridt4 when working wfillfiMA. See reverse side for warranty and shipment delivery conditions. . •r •\ .,.. rt...-:?s,z,•••:, 14.1=Titivrivo ._. - _ - • - .. rlicrtIMFR rnpv . -11,-.1.,„4.. nrnolaca — - - .,.—...,.....,. , ,',CUSTOMER COPY : Ticket: 45082967 11:41,•AV, ICON.Materials ., ,, ., ' 04506-Auburn Asphalt Date: 11/9/2022 ....; ,-- 4040.Kersey Way Time: 12:43:32PM " ICON . Atiburn,WA 98092 Vehicle: LAKERID55 •.: , . .. : • CustpMer: 60304 Order: •.4;AKRID2212-.2022 ilMA/AGG VOL•PRICE(PO8)10:1.2022 ii‘li Cust.ka me! Lakeridge Paving co. Disp#: .,0.15635 Pounds .- Tons; •,;.:;• • Address'&Instructions: '''''' ' - - .• . Gross 84,400 • 42,20 -1.i.I'J-(•;. (•'. 1.1 ;;;,/': .. ', ‘. ' jOb: - Reed•D•uVa II Avq oa, , • ,t,;. , P.0.: •4-?;#212691-:..,,, '..,„ Taiv . 32,500 :ii 16,25 .,,,;,•:,,. , Renton , .',.3i. Net ' 51,900 - 25,95 ' A . . , . . Weighmaster: Mike Morris lac&4_01 . ,j.„2.,. _ ,1 r.," : 'Ugui IgtalLealcjittnii',\T&II - ' : 1216. 0.1/2"pa 5•3t,P42 04-22); ' ' ' -' . ' ' ' 21 ..! 51 .,;47 1,? 25 95 ,Ton' , . - '' • .0! • ' ' )1 • • '' ' ''' ';'; '• .o...;. li ot ' ; ',••'!• .,:- ,; ' -.:? 'i•'.r. ., . .'e''• i. ..-I .,..'i Thank you'i'for your'busineSSI gyr. IA/ARNINCi HOT MIX ASPHALT(I1MA)TEMPERATURES CAN EXCEED 330 DEGREES,Use appropriate protective eqe'lin ent when working with MIA. See reverse side for warranty and Worn 6;r delivery condllicio's. - ,\ .., . :s,*..',7,'"Anz.9V1.8,71,11.V. --—--• -- • - . • ..CPS7011/1FR rnpv -11o.le..,4• 4<ncrma, .. .., --,........„_.„ r,c.•,.,,„: •t• 1p CUSTOMER COPY ,( Ticket: 45082966 Lept-' • ' ICON IVIaterials 1' 04500-Auburn Asphalt Date: 11/9/2022 • ,.•---V''',1n::., Ni. , 4040 Kersey Way Time: 12:42:22PM . • "ICON Auburn,WA 98092 Vehicle: TIGER128 :,. :74400,471.`)e'll'itr5'1. • ' :" ' 1' CLitolifei: 60304 Order: LA1(1402'212-2022 RMA/AGG V 0: PRICE(FOB)10.1.2022 - d ' • V Cust:"Name: Lakeridge Paving Co. DIsp II: .15635 ;' . Pounds Tons .., ,l' Addr'e'08,Instructionij,,; r, • i ' ;: • • :••1 :;'' :404i-:‘ ''''keedDilirall Ave -, :,;'i.• Gross 84,100 .. , 'f 42.05 . ..., • „. ,,,. ,d flo ' .4 , • . :;-:''', ',' Vi • ',' J . . ,P:0:: #2?.?69l.• ' Tare , 33060 ' ItL 1-16.53 . . Penton ' - '•' l' i ,' ...ai, .: • ::• ,I:-i',4, ' .49. -!ftv • -- . ' Ilf. ''' P. '• l‘le't ' 51;040 ' 25.52 • .• . 4 Weighmaster: Mike Morris , 4.4q, . 10-C--it "1,-*1-913/- Tidi----.S-elQkni—QM 12164230 "PG 58Hg22(64-22), 1' • ' 25'-,52 25.5200 Ton .., , '3,k ... ,i;l• k.:• . Thank you for your,.business! WARNING:klOTMIX ASPHALT(WA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when wkari wIth NINA, See reverse side for warranty and shipment delivery condiiions. Pl; .‘..', ' .) CUSTOMER COPY .T.Ickm•-: agnsoAss . ..• n.,� tiM�r> CUSTOMER COPY "r`� Ticket: 45082876 �.��r; ,;; ICON Materials h' '1 `C"'-`''} 04500-Auburn Asphalt - Date: 11/3/2022 • - `-- 4040,Kersey Way • Time: 12:03:08PM �� . .4, Vehicle: LAKERtD52 r ty Auburn,WA 98092 Customer: 60304 Order: LAKRID2212-2022 HMA/AGG V OI RICE(FOB)10.1.2022 s Cust.Name: Lakeridge Paving Co. Disp#: 15627 Pounds Tons Address&instructions: Job: 'Reed Duvall Ave Gross 84,060 42.03 P.O.: 21269L Tare 32,900 f 16.45 Duvall Ave NE w �� Net r 51,16C 25.58 Renton . Weighmaster: Mike Morris P_oduq Loads Total Qty Idket Qty UOM - . I '12164230 1/2"PG 58H-22(64-22) 27 690.11 25.58 Ton . • Thank you for your business! — ----I .WARNING.H01 Mix ASPnALI(HMA)1EMPE.RATURES CAN EXCEED 330I.IGREES.Use approprriiiaate protective equipment when working with HMA. See re.•erse side tdr warranty and shipment delivery condiuons, n:rx _::r.., r -s �_t.'a - ___ '::r;urrnai.trn rnriV --- T:..t_--�----- .....,,%1n-rr _ tiL ', lo :+•�4 • CUSTOMER COPY ''kV; ICON Materials Ticket: 45082874 9f,, {:r,� Date: 11/3/2022 ;L�'.> �•a �;�� 04500-Auburn Asphalt - r ';. '"71,. 4040 KerseyWayTime: 11:59:36AM e: .. i ICI •• Auburn,WA 98092 "Vehicle: TIGER128 • Customer: 60304 Order: LAKRID2212-2022 HMA/AGG VOL PRICE(FOB)10.1.2092 Cust.Name: Lakeridge Paving Co. Disp#: 15627 Pounds Ions Address&Instructions: Job: Reed Duvall Ave Gross 83,420 41.71 P,.O.: -V.1.69L- .., Tare 33,060 36 53 Duval Ave NE Renton Net 50,360 25.18 • Weighmaster: Mike Morris Product Loads Total Qty Ticket Qty UOM 12164230 1/2"PG 58H-22(64-22) 26 664.53 25.18 Ton • • Thank you for your business! WARNING:HOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES Use appropriate protective equipment when working with HMA. See reverse side ror warranty and shipment dea,cry cer,dnsens. n'^iR. S +La"'Sc'TSTI: . _. — f1ICTr1MCO rnov • . . . .r.,t.,... arno-te-an s ,, -.- OFFICE COPY Ticket: 45082873 ,. ICON Materials Date: 11/3/2022 44D. . `St 04500-Auburn Asphalt Iwo., - Time: 11:56:23AM - ;7..7- ,,.„,k..:.q„-, 4040 Kersey Way Auburn,WA 98092 Vehicle: LAKERID47 Customer: 60304 Order: LAKRID2212-2022 HMA/AGG VOL PRICE'(FOB)10.1.2022 Cust.Name: Lakeridge Paving Co. Disp#: 15627 Pounds Tons Address&Instructions: • Job: Reed Duvall n+ve Gross 82,760 41.38 P.O.: #21269L Tare 31,600 15.80 :Duvall Ave NE Net 51,160 25.58 Renton Weighmaster: Mike Morris Product Loads Total Qty Ticket Qty UOM 12164230 1/2"PG 58H-22 (64-22) 25 639.35 25.58 Ton Thank you for your business! WARNING:Hot MIX ASPHALT(HMAI TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when working with HMA. See reverse side for warranty and shipment delivery conditions • ICON Materials CUSTOMER COPY '41 Ticket: 45082871 • 04500-Auburn Asphalt ,• '/ dete: 11/3/2022 4040 Kersey Way • Tithe: 11:49:53.AM Auburn,WA 98092 Vehicle: LAKERID53 : tl'i;CY.t N.LIVAkf ,..-,. . Customer: 60304 Order: LAKRID2212-2022 HMA/AGG VOL PRICE(FOB) 10.1.2022 Cust.Name: Lakeridge Paving Co. Disp#: 15627 Pounds Tons , . Address&Instructions: Job . Reed D4uyall Ave. ,Gross 83,300. 4445 . , Duvall Ave NE P.O.: 021269L , , Tare , -32,800 - 1.6.40 Renton " ";. Net 50,500 25:25 Weighmaster: Mike Morris Product . 1 . 12164230 1/2"PG 68H-22(64-22) . LL:9:CA124 I-C4419'll613:77•:TIC'1- 9-1-C4 25.25 ..: UT°onill . Thank you for your business! ,nitn:ING:ROT MIX AsPHALT(11MA1 TEMPERATURES CAN EXCEED 339 DEGREES.Use appropriate protective equipment when working with NNW See reverse side for warranty and shipment delivery conditions. • e.e icTrInkrn 4-4•1_ 1,„„..........„1s,zszu,,,z„,.....g_______...„ ' • . . ICON Materials. ,..i.,. CUSTOMER COPY Ticket: 45082868 k :4'''4•:°,Pn'SO ,,s1 ... -- 041• 'iiifiri, , Date: 11/3/2022 ,:t•',' 'St:7- k,,., 04500-Auburn Asphalt ' Way • . 4040 Kersey, Time; - •; 11:39:10AM 0 , : ,..?, Auburn,WA 98092 . .is • Vehicle: ' LAKERID51 . - ..; ,ti• .,,, Customer: '60304 Order: LAKR162211.A,- 022•HmA/Acici v 0 L PRICE(FOB)16.1.2022' , rt - • I , -,, : .1; ' •-''' -• •" cust.Name: ';-BLakpricigPaying Co., . DI4p tr: •1.5827. • ' . •,. PouAP Tons . . , ,. ,,. , : • Addr6s&trisirifitiorir,; ' . • Job': '.06-dtbLivoll'Ave..; ;.. ' .G,r6 :811E10.0p;• ... .: :t,i,: .g.- •,,,c „; , '44, .. P:173.: `„021259,L ,0, ., • Tare: , . ;;'•3.4 40';''.;':'.' 1639' ' •pio.iii--Avki NI; -t " '-• • ---. '... : ....- ,..:. .,,,..„...,:, - ....4a,-,,,4„;,/ ,,i,-„,..,:t,v.t.: . ..,4,i,,,,,i„..„.„,44,,,„,!A,:ik,,,,44.,. 41.,,..:„.,,,....,;,,,,,.z,,,,,.. A, ,, ,2.- ;:v, ' • .r-1---r f,' ' '— ,-.;';' ' '' ;::,.;.,.,y•,,,y,i,,/,:;.,4.N;,,,,,-,e7:;,,,1.111•Sini14,c..,,s .k.I.it?Ntit4.-,..i It. : :,„;c3v;611`Renton - ,:'•;;., • 'WeikhrnaSteh,''Mike Morris Product ' Loads Total'0,ti Ticket Qty,'Lom '.! • , . ' - , „ , ----- ,,,,,,, ,;• .,: ,12164230 1/2"PP.58H-22(64-22) , • ;23 . 5662 25.31 'Top: ., . .. . , . , . — . , . . ) -...._. . ThankCydu for your busirpss! — kAmpfole HOT MIX ASPIIALT IIIMA)TEMPERATURES CAN EXCEED 330 DE.GREES.Use appropriate protective equipment when main with HMA. SeeTeverse sIde for varranty and shipment delivery cendition:, • -- .-- CUSTOMER' COPY Ticket: 4508Z867 ICON.Materials 1 04500-Auburn Asphalt j 44 1 , Datel'; Time 11/3/2022 .4 .Y-7.7.,,P. ""'''""'"'". .. 4040 Kersey Way 11:36:21AM 1 `4,` I i! Auburn,WA 98092 ) “ 1 Vehicle: ';'TIGER126 .: . ),`1(‘T.V i . Customer: 60304 Order: LAKRID2212, 022 HMA/AGG,VOL:PRICE(FOB) 10.1,2022 i'• . Cust.Name: Lakeridge Paving Co. Disp IP 1562/ ' PoUiitis - .Tops Address&Instructions: Job Reed Duvall Ave , Gross 42,960 41,48 ,(12;1269),/ , Tare ,32600 ' 16.30 l Duvall Ave NE - ' : „., , 1; Renton Net 50,360 2518 Weighmasten Mike Morris Product Loads Total oty Ticket Qty UOM, • 12164230 1/2"PG 58H-22(64,22) .22 56321 .2.5.18 Ton .. , . •:, , Thank you for your business! WARNING:HOT MIX ASPHALT(HAIM TEMPERATURES CAN EXCEED 330 DEGREEs.Use appropriate protective equipmentwhen working with HA4/t. See reverse side for vorranty and shipment delivery conditions. ...._, 1: P VI rArig431 1 CON•Materials CUSTOMER COPY Lk!i• Tieket: 45082866 04500 Auburn Asphalt -'%•z::, v:-,': '''.: Date: . , 11/3/2022 4040 Kersey Way Time: 11:33:03AM •V,41 C i Il• Auburn,WA 98092 - . • • :. .-Vehicle MowAl-rbp2 • • .. . , ' . 444, '4,' , . • . . Customer; 60304 Order: LAKRID2212',2022 FIW/AGG VOL PRICE(F00)10.1.2022 . .. Cust.Name; Lakeridge Paving Co. Disp tS • 15621 '' - Pounds ,,.• • .: Tons','., „• '—'------- -- , , • • . Address&initruttibns: • 1*.r'' '' keecrl, "Dmill Ave.: ; .: , . '•-, - 42.30 .';'Y ;t,4.i4iC6e. '''' .' '' ' ' ''' :i-ar .:1;t::::'` .Gross, sq too 3k4o: Duvall Ave.NE , " Net• • 51,150 25.58 Rentbn ' . Weighmaster:. Mike Morris ...:( Produc . .. Loads Total(Iti';Ticket gtv.::U'OM t 12164230,1/2"PG 58H-22(64,22) ' 21 63803 .25.58 ;:'Ton , . .., . • • 1 ..) Thankyou for your business! '''---WARNING:HOT mix ASNIALT(IIMA)TEMPERATURES CAN EXCEED 340 DEGREES.Use appropriate protective equipment when Working with HMA. See reverse side for-warranty and shipnientdoHery conditions. • • .... . '-, ICON Materials k N Z f OFFICECOPY .Tiactkee;e: 45082864 'ANgign?"-..q '04500-Auburn Asohalt D 11/3/2022 4:i•'' .-:l-r--•::;-ilA ' '''''`"'••-.7. --, • 4040 Kersey Way Time': 11:28:03AM lir"' . • ;1J , ,Auburn,WA 98092 Vehicle: Kitt:MPS i!•:- -01.4a14/iiRiA,,,i,'4..., Customer 60304 Order: LAKRID2212-2022 I-IMA/AGG VOL PRICE(FOB)10.1.2022 ' Cust.Name: ';;I.:akerjcige Paving Co. DitW,'p ii:' 15627 '' Pounds Tons ;•.• • ; ,i;•,.! ' . • • Address&Instructions: Job: heed Diniall Ave . Gross •8440 42.37 P.O.: #21269L Tare 35,280 17.64 Duvall Ave NE i. 'Renton Net 49,460 24.73 WeighlWaster:-•Mike'IVIOrris' '.•" '-, ',,,,, T Product: , Loads ;Totat-t)ti; Ticket Mil UOMt ; ,t .0 ,1 t,: A • 12164230 1/2"PG 68H-22(64-22) 20 512.45 24.73 TO6' . ' . - - Thank you for yourbusinpss! mum:HOT MIX ASPHALT CHMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment When working with HMA. See reverse side for warranty and shipment delivery conditions i • ICON Materials • CUSTOMER COPY Ticket: 45082863 04500-Auburn Asphalt ::,-,11- x,1,--, vt, • -!; Date: 11/3/2022 ''F'f"' - 4040 Kersey Way . Time: 11.:22:2701 Auburn,WA 98092 Vehicle: JTAMELL331 .., ..;:, -I • • •. .. ,14444*.se.+0,41). . • Customer: 60304 Order: LAKRID2212,2022 HMA/AGG VOL PRICE(F.08)10.1.2022, • gust.Name: Lakeridge Paving Co. Disp#: 15627 . Pounds .,,, Tons . . . , Address&Intrutti pti-S: Job i Reed Ave,;, .:,,,... , Gross :8Z340 41,17 P;a: #21269L ,, • k.•i-•: .r .Tare; , ,, r 6 .P31620 , , 15.81 Duvall Ave NE . . Net 50,720 25.36 Renton . Weighma'str: Mike MorrN ., . . ,, Product Loads Total;CO.Ticket'Qtv;";;UONI. - . fr.• -: A'rlt , 12164230 1/2"PG.581-1-22(64-22) . 19 48742 25.36ii:- T60, ..t • . ., .. . . , . ,.. , . • . Thank yoU for your business! . _ WAR NING:HOT MIX ASPIIALT N1MA)TEMPERATURES CAN,EXCEED 339 DEGREES.Use approprleie protective equipment when workidg'with HMA. See reverse,side for warranty and shipment delivery conditions - I c.:19:3 e-a-r:43_,CCA Sstw.L......,.**,_,„,„,„,,:a-Jr,e,,,,„:=...,-..,« ,_,-,,,c••=.0/.. .. • • r~, �yiY. ,. CUSTOMER COPY Ticket: 45082861 : �� t'. ICON Materials r•, F> ` v ;'H - _ �.4 0.4500-Auburn Asphalt Date: 11/3/2022 ' ; , Time: 11:16:55AM :,,.°,.: � , i.i, ,, 0 Kersey Way . 100: Vehicle: TIGER122 v .tAuburn„WA 98092 ' Customer: 60304 Order: LAKRID2212-2022 HMA/AGG VOL PRICE(FOB):'10.1.2022 . • Cust.Name: Lakeridge Paving Co. • Disp'ti; 15627 Pounds Tons ,I Address'&tnstTuctions: Jab+ ReedDuvall Ave • • Gross 105,620 52.81 •: f +p:0.:, - # 2691 -. ^,:,,, r Tar - r •P42,540 21.27 , + Duvall',Ave NE''. • Net 63,080 31.54 Renton . I;;, 1/ Weightnaster: Mike Morris ' Pradug ' Loads Total City Ticket Qty• UOM F; . iq• tip: P. i ,,, 1216r4230,1/2"PG 58H-22(6422) 18- 462.36 31.54 Ton .., ' I : ;fit ;h + Than!c�you for your busines ! - ..S s�ARNING:HOTMlX'ASPHALT(HMA)TEMPERATURES CAN EXCEED 350 DEGREES.Use appropriate'pro tectfve equipment When working with WA. See reverse side for warranty and shfpment delivery conditions, , ry, r,--=- 0 C(JSTOMER COPY li ?rag ICON Materials Ticket: 45082858 j ._, . kn - ii 04500,Auburn Asphalt Date: 11/3/2022 " ' ,";° � 4040 KerseyWay t_- °a Time: 11:10:04AM C 0 !i, Auburn,WA 98092 4:Y1 Vehicle: TIGER.2% as M Ailra,,R".,i :k 4 • Customer: - 60304 Order: LKRID2212 2022 HMA/AGG VOL PRICE(FOB)10.1.2022 r. Cust.Name: Lakeridge Paving Co. Disp N: 15627I Pounds Tons Job: Address&In'striictions: t) Reed Dluval;)Ave Gross 83,960 41.98 i.r P, .:.• ti21269L li Duvall,Ave NG - r Tare p,, 33,440 16.72 Renton Net r 50,520 1 25t26 Weighmaster: Mike Morris Product Loads Total Qty':'Ticket Q`ty'" JOIM.- '':' ,/, 12164230 1/2'.'°PG 58H-22'(64-22) 17 430.82` `:',25.26. .i Ton'. id ) Thank you for your business! : -- WARNING:HOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEE0330DEGREES.Use appropriate protective equipment when working with HMA. See reverse sidefor warranty and shipment delivery conditions. —__. -�,�..__, 1.5Tf_10AFR_rnIl , rt._i44.1 IrnOivl o_________ __ r•. • CUSTOMER COPY Ticket: 45082839 ' )17, 17=r ICON Materials 'c, Date: 11/3/zQz�_ 4 <x } µ. "rt,�� _..�� 04500-Auburn Asphalt ;�^. w' Q�,;..., }` ;,, r.P. ¢"'"" ":-,, 4040 Kersey Way F. • Time: 10;05:49AM t�f, Q . ' Auburn,WA 98092 Vehicle: IAKERID52 `,A, { 0 ` Customer:`* 60304 Order: LAKRID2212-2022 HMA/AGG'VOL PRICE(FOB)10.1.2022, • Cust.Name: • Lakeridge Paving Co. Disp#:. 15627 Pounds Tons • { Address&Instructions: Jab. Reed1 uvall Ave Gross 83,5G0 41.78 r.. - P.O.: 02126'9L Tare , I 1 32;900 16.45, Duvall Ave NE P Renton Net' 50,66 25.83 I i Weighn'.lastep Mike Morris rY Product • Loads Total'.Qty Ticket Qty•• . ' <,')..t:•i,,::,., •'.' .,' 12164230.1/2"PG 58H-22(64-22) 16 4'05:56 25.33' Ton :' " ' { k r ?i.; _ 11P; 'r,. :q , i' win}` ;3i f;j t. Thank you for your business! 'WARNING:HOT MIX ASPHALT IHMAI TEMPERATURES CAN EXCEED 330 DEGREES,Usa appropriate protective equipment when working with HMA. See reverse side far warranty and shipment delivery conditions. 1•il • c`ri VA ;. t:�v„Sa}-, ?-a',. '�^�"'—LL.., s CLAIM F,11•C PY Tic. t• _511 T (1 ICON Materials CUSTOIVIERtOPY Ticket: 45082836 ,;. ' --to•Ik.,-, --- ,t:3Z 04500-Auburn Asphalt Date: 11/3/2022 ) ?, .,1''''''''''.'r•.7:rr':., 4040 Kersey Way Time: 9:55:21AM illpillINI: Auburn,WA 98092 Vehicle: "TIGER128 !' 4,-.,.v:5agi.v.11W Customer: 60304 Order: LAKRID2212'n 202 HMA/AdG VOL PRICE(FOB) 10.1,2022 Cust.Name: Lakeridge Paving Co. Disp it: 15627 Pound i Tons l' ., AddresSA Instructions: irikir'' : ReechDuvall-AVe Gross 83500 41175 !P:Ci.:' 821:269L , Tare 33,060 •. 16.'53 , . Duvall Ave NE ‘i' t't .1'', . ''' • $..:11' . '' Net 50,440 25.22 i Rentrhi . .. ' . . Weighmaster: Mike Morris Product Loads Total Qty -ticket Qty, UOM 12164:20 1/2"IPG'68H-22(64-22) 15 38023 25.22 ' Ton . , . ' . . , V• . i :3 ". • , Thank you for your business! -----)WARNING:HOT MIX ASPI-1,A,LT ihiMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use oppropriate protective equipment when working with HMA, See reverse side for warranty and shipment delivery conditions, '1',;.?&Vrg4F—.5.72-74.4.--...,,,,,,,y,,,,, • • ! __ , CPSTOIVIF Riet0 PY -r,;_eir.t.th ',. :t.: 1:6.9..R4 _..::. _ ,______, . . Ai .`s,�, -, ICON Materials OFFICE COY �4 s. v- " 04500-Auburn Asphalt Ticket: 450828 ``:z r Date: 11/3/202Z i".� ,_,w--„ 4040 Kersey Way Time: 9:46:49AM ,Auburn,WA 98092 Vehicle :i'l ,elk LAKERID4? Customer: 60304 Order: LAKRID2212-2022 HMA/AGG VOL-PRICE(FOB)10.1.2622 Cust.Name: Lakeridge Paving Co. Disp i1': 15627 Pounds Tons Address•&Instructions: Job: , ,1:�--- _ Reed�DUvall Ave' • • Gross: ,,•,.;83,62 i r . 41.81 Duvall Ave NE P.O.: #21269L Tare 31;600 1580 Renton Net 52,020 26.01 WeigFirpaster,Mik'e Morris Product Loads Total.Qty Ticket Qty•.UOM 12164230 1/2"PG 58H-22 64422 ;,I ( � 14 355.01 26;0.1 -T6n• rl' Thank you for your business!-. ".`'a` '3``L �r1Sc�.. - ' Use anoro ..... —--4--------,-' -—.0— " 1 CUSTOMER COPY Arg.W.447,-17.1 ICON Materials Ticket: 45082829 si 04500-Auburn Asphalt I, Date: 11/3/2022:•• •v•,,,,,.--,. .r.,*•,-; -'- 4040 Kersey Way ' Time: 9:28:45AM ICON .. ''.1, Auburn,WA 98092 . • - Vehicle: • lAKERID53 !..m'liWilii, Customer: 60304 Order: LAKRID2212',-2022 HMA/AGG VOL PRICE(FOB)10.1.2022 • . Cust.Name: Lakeridge Paving Co. Disp it: 15627 'Pounds Tons , '''Address arinstructions: Job:• • Reed Duvall Ave .-Gross 83,220 41.61 . P.O.: #2.1269L• ' Tare' ' 3480 16.40 Duvall Aye NE Renton Net ' 50,420 25.21 Weighmaster: Mike Morris Product Loads Total-Qty Ticket Qty•1.10M 12164230 1/2"PG 58H-22(64-22) 13 329.00 25.21 'tan k ) • Thank you for yoge business! - fr WARNING:HOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when working with HMA. See reverse sloe for warranty and shipment delivery conditions, 0 V.--13Y7akrii.lr,t113 M :L.1,:w Nr2,474, ICON Materials CUSTOER COPY Ticket: 45082827 ' ( • •••ii„..- 40 04500-Auburn Asphalt • Date: 11/3/2022 'CI : 4040 Kersey Way Time: 9:20:24AM 'Auburn,WA 98092 Vehicle: LAKERID51 1 P Wkl.::i:Xi44$i'tt,0 . Customer: 60304 Order: LAKRID2212-2022 HMA/AGG VOL PRICE(FOB)10.1.2022 Cust.Name: Lakeridge Paving Co. Disp#: 15627 Pounds Tons Address&Instructions: Jab: Reed Duvall Ave Gross 83,360 41.68 p;0.: #21269L ' Tare ' "82;780 16.39 1 . DuvolljAvo NE , • Net 50,580 25.29 Renton Welghmaster: Mike Morris Product Loads Total Qty Ticket Qty UOM 12164230 1/2"PG 58H-22(64-22) 12 303.79 26.29 Ton rIc, ,. i ) Thank you for your business! - ---' WARNING:HOT MIX ASPHALT HMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when working with HMA. See reverse tide tot:warranty and shipment delivery conditions. . tl.ltAlSt.,E;l2a7L..,•Wg-4,....t.......s....,,asv.•—•• ' ll g • listaiviEuou •vorc, • °palm ..--„...... .. , . " kqoisslw:t1tr, CUST011*COPYn Ticket: 45082825 , ICON Materials 04J00-Auburn Asphalt Date: 11/3/2022 '-'iL•.-°-'''''''''zi.`""I'li 4040 Kersey Way Time: 9:15:48AM t -••:4' 44,- ' • ' ' ;• 1 'Auburn,WA 98092 Vehicle: TIGER126,, .+•, • uC stomer: 60304 Order: LAKRID2212-2022 HMA/AGG VOL PRICE(FOB)10.1.2022 • , Cust.Name: Lakeridge Paving Co. Disp th 15627' i Pounds -. Tons Address&InStructtons: Job: Reed Duvall'Ave Gross 83•,140 41.57 ., . P.O.: l'Et21269L •i ,•l'are ' J32,d00 '-; 1 6.30 Duvall Ave NE ' • -4, Net 50;540 25.27 Renton Weighmastet: MIkd Morris .: , „. ,, ; '; •',,, . : Product Loads Totel'Qty,Ticket Qty UOIVI! ' . • 12164230 1/2"PG 58H-22(64-22) 11 276.50. 6:27 Ton • . , . Thank you for your business! )WARNING:Nor MIX ASPHALT IHMAI TEMPERATURES CAN EXCEED 33P DECREES Use appropriate protective equipment when working with HMA. See reverse side for warranty and sliipnient delivery conditions "":;:11"il .-.•1`7'1''"•P '..r :fr`_"•"4-P."-Z,-. ... ... -___-....-------_,, - --,c,US:C9RIE—W-ali ti DtMtl*„.....,,- A.5n S 2A2 0 __ • • • . - • • • r 117747. CUS'T flVIER COPY Ticket: 45082821 ICON Materials Date: 11/0 202z r�4 04500-Auburn Asphalt '' _8 Time: 9:03:03AM , .. �. 4040 Kersey Way Vehicle: MOWATf002 } ;,f; Auburn,WA 98092 ( I Customer: 60304 Order: LAKRID2212Y 2022 HMA/AGG VOL PRICE(FOB)10.1.2022 Cust.Name: Lakeridge Paving Co. DisP N: 15627 Pounds Tons , : Address&Instructions: 39150'' Reed Duvall Ave Gross ' 84,780 42.39 }r. , ' P.O.: tt21269L.( Tare' '- " 33,440' 16.72 'i1h Duvall Ave NE . • ' . it Net ? 51,34Q:' 25i67' Renton i (1 ' ' - l'' Weighmaster: Mike Morris Product Loads Tota Qty Ticket Qty1•U,® lM ? 10 253.23 25.67 .,' ?ton"'., , '` 7... C 12164230 1!2"'PG 58H-22(64 22) ' iP.. ,i• r Thank you for:your business! • WARNING:HOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEED330 DEGREES.Use appropriate protective equipment when working with•HMA. See revere aide for warranty and shipment delivery conditions. tr1k10' "e44 9'a�, _ _,_,,,,, -:,,,,, ._ _ u5,-Eg.MERCOPY�_,•-._ T_9c).nt;._... 4.50R.2A2,1, ,, _- r_ t ) WI ICON Materials lt.IL Q ii CUSTOMER COPY Ticket: 45082820 'VY NT—e,.."-- 04500-Auburn Asphalt • ) Date: 11/3/2022 4040 Kersey Way Tine: 8:59450AM Auburn,WA 98092 , Vehicle: JTANIELL331 ri :.1.,61 ikir P.ft 1,A.Sdi . Customer: - 60304 Order:. LAKRID2212-2022 HMA/AGG VOL PRICE(EO )10.1.2022' Cust.Name: Lakeridge Paving CO. DIsp#: 15627 Pounds ' Tons', . , - Address&dnstructioni: ' ' Job v Reed Duvall Ave Gross . 83 120•, 41.56 P.O.: #21269L , • "Tare: .. , ',3I;620._, • •145,81 Duvall Ave NE"'' ' 1 l'i' , f-,1 ' 4. . 1, „.:il , . I, „ Renton Net 51,500 25.75 ' • . •WeighmaSter: Mike Morris ' Product' Loads Total qt9 •Ticket Qty UOM'•' . , , . 121642601/2"PG 581+22(64-22) ' 9 ' 227 5,6. 25.755;it,.-Tciii'. Thank you for your businasl',.. - , WARNING:HOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when working with tiMA. See reverse side for warranty and shipment delivery conditions. rrlItSPLT.K;SMIVWQ ...c..s.....e_A.,‘,.., •,,1— Cl.p.TONIEJt COPY....._ _____ __TinIcqt.:___,,,,„,,,„ 087.87n _,___, ,,_____ _ _ . • i+o 17,,.,t i. OFFICE COPY Ticket: 45082818 '- 1 ICON Materials. tt 04500-Aub'urn Astifialt Date: • 11/3/2022 i - � 4040 Kersey Way Time: 8:57i15AM ~.--„ Vehicle: KRUPP8 Auburn,WA 98097 .j Customer: 60304 Order:-1 LAKRID2212-2022 HMA/AGG VOL PRICE.(FOB)10.1.2022 •''` Pounds Tons Cust.Name: • Lakeridge Paving Co. Disp tt,:. '15627 " Address&Instructions: Job: 5 Reed'DGvall Ave:. rs ' Gross 85;840'• 42.92 P.O.: #21269L Tare 35;280 17.64, Duvall Ave NE Net 50,560 25.28 Renton q, ;;; Welgiim'aster:l.Mike Morris _i.. Product p Loads Total Qty_;'Ticket Qty;UQM , , . t.v 12164230 1/2"PG•58H422(64-22) 8 ' 201.811,'- 25:28' Ton • i • Thank you for your:business! WARNING:HOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protaotive equipment when working with HMA, See reverse side for warranty and shipment delivery conditions. .,e — = -•-v_..f ..g.o,,.._.4,._.._..,•,...6-- ._..-._�- — cam +.• ..<......-- _="-7 • CUSTOMER'COPY Ticket: 45082811 j z;wt ,: s"sf i Date: 11/3/2022 ,;VV ICON Materials Time: 8:28:57AM !$ 5 ,,,, 04500-Auburn Asphalt � -*`.• 4040 Kersey Way Vehicle: TIGER1:22 Yi �., r: •Auburn,'WA98092 'iii' ,t tlid fe4ii 022 HMA AGG VOL PRICE(FOB)10.1.2022 Orden ..AKRID • 2212. 2 / Customer: 60304 #: 15627 Pounds Tons _ •' - Cust.Name: Lakeridge Paving Co. Disp Gross 105,480 52.74 Job: "' 'Reed Duvall`Ave Address&Instructions: ?Tare. 42,54Q: • ,. 21.27 P.O:: #269L , t," Net! 62,,940 31.47 Duvall Ave NE Renton; Weighmaster: mike Morris Loads TotaL:Qty lcket UQM`.' - - .• • Produc 3 - •12164230 1/2"PG 58H-22(64-2 7 176' 2) 53 81:47 Ton. ;tl 1 Thank you for:your business) WARNING:t107 MIX ASPHALT IHMAI TEMPERATURES CAN EXCEED 330 DEGREES,Use appropriate protective equipment when working with HMA. See reverse side for warranty and•shipment delivery condldons. f. a F �.- CUSTOMER''COPY Ticket: 45082810 475.:V,� ICON Materials Date: 11%3 2022 ;' i�i"Nr.�M.4�' 04500-Auburn Asphalt .i (• '' :t°s'°�'" '""x 1 4040 KerseyWayTime: 8':27:18AM : ,x 't Vehicle: TIGER127 �� ,,�J, )_; Auburn,WA 98092 61M4 Customer: 60304 Order: LAB R1D2212'r.2022 HMA/AGG VOL PRICE(FOB)10.1.2022 Cust.Name: Lakeridge Paving Co. Disp#: 15627 Pounds , Tons Address 8t'Instructions: ' • - J9b:' ' heed Duvall Ave Gross 84 840 42.42 P,.O: tf2x12694 ,'Tare 33440 16.72 Duvall Ave NE ' ,•,Net 51,400 25 70' . Renton o Weighmaster: Mike Morris Product • Loads Total Qtyl. Ticket City UOM .''.1..' - • 12164230 1/2"PG 58H-22(64-22) 6 145.06;'''.? 25.70 Ton; , , : ,,s. Thank you for your business! -"' ,NARNING:HOT MIX ASPHALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES.Use appropriate protective equipment when working with HMA. Sae reverse side for warranty and shipment delivery conditions, .......,r.,:sar ,� _.,e�_� —. aYPI KT.r1N1ERX.G1P_V _ IN.;t,x«. A CITO 0 "} s-`ry` ICON Materials CUSTOMER COPY Ticket: 45082808 "l w 1' � .4i 04500-Auburn Asphalt P• j. Date: 11/3/2022 • I �'`t',,,•.. r '` 404'0 Kersey Way • ,. Time: ' 8.13:36AM ' cog:,,Auburn,WA 98092 Ir'• `t• Vehicle: 't L"KERID52 } o @;T:J€'8a1 R'Ik?�1, 4l„J, i fi; Customers •' 60304 Order:, LAKRID2212-.2022;HMA/AGG •VOL PRICEi(FOB)10,1.2022 •,,, r• Cust.Name: Lakeridge Paving Co. Disp#: 15627 !w ,Por,unds Tons,;, .11 4q, Address'&:Instructions:• '4; s r;+ Job` Reed•Duv�a I Ave Gross 84,58D 42:29 , r ' t'P:O.:„ -`t 21,2691%,•' ; Tare-, .v £ 32,900 Duvall Ave NE f • 1 i 1f3.45, Renton Net • 51,680 25': 4 Weighmaster: Mike.Morrl''s -, Product ..i, ; ", ,.';;,Loads"''Total Qtjiil'Ticket Qty.;;?UOM '• "' s:�• • ' .4 ''y r 'r;ti`! ' 'I 12164230 1/2"PG 58H 22.(64-22) {' Ai ,' '' r w `•.'; , 1 5; 119.36r 25.84 Ton '>,4':., i' , • • •t%tl' ., ' r'• Thank ou,for your business! . - /WARNING HOT MIX'ASP HALT(HMA)TEMPERATURES CAN EXCEED 330 DEGREES,Use appropriate protective equipment when working with HMA'.See reverse side for warranty acid ohlpmeot deliverzy�,t,odidons. `' 11' d 14' r •• if' !: ;`? t•'�-f__ .m.. ,-,.- ........• UCT,C1 tneR_.1py =.T_°^!^ ; Aetl 2dia . _ „1 _ Yh w ...,e--;;-••-••''' •4•*\''''IP \ q------• • 1 00) • .• \ . .(301'5°c‘°16141- • so.3-3.D.- . • ‘03°°c. • f,-019\;lis' .-..- .6c.‘'5'1 • -61‘.0 90- • r‘6‘‘ V ."-I'40:69 ' 10,6 cii06°'01 • ,,,}s ):S° ''' viopw ,...1,-A ,,,., ',, • • (1.it7V ' • , aA • . 0,,,,,Ast ,V) • ..,-''stS1C1 .•,,„ :`r.4,' ,. . -: f•'C'i,.\\ _ .,.---.-10r.i. V90°th' 091 ; . '.;'''.. • • . , 'PI „,,,..,-.:443•' „,.o?, ..‘sr- ,... 010'4 0.. .sso,... . „:..,,,. ,. ',:"..::••;:.v ' . ,• ,.;. „Toe-- ,,,,„,0.0 v. - .. , ',,.4 ti,• ..-rt2,.1.6i.'qg) . - , oolsk"s5 „..,sto . ,0,060 - • •v„ic,-s; - L,. \ „ 661S-, As1 0.15vo '• A 1-NA't ‘v, A,oc ,e . 9 „•ix.v, r- „, • . 0' :, „,,A .,,'''' •ci)1/\1\r‘ bp40 , , . ., • . .. . 44,ttilifiSk. . . ,•,;. ,.••5 • . , ...." ' i, •;0,5,..t'' .. • . .1' '.. • • 1:20 '' ''..-(A ' vd •Vit .4;';'1';'41. •- ' -• - ' o.9t • '''= 'A " ,,,,100, .1.4,e..„.,,,,,,,,,,,,,,, tile', ..., . . • .•• .., , - ,•asa Ii•-• • , „,,. . a,6\11\1\ OAP l N Ct9SSI: 1A,,,t, , •11.1214`l' .id-06V \ ',40.•. ' ' --'0'''• „Asev- ;.,,,,‘ L. rt0 'IV.00q11_,‘‘40.3 . . '-1,- 0 •-•• , 0,-.0r. .,•-• GO ''' wz•-•,•••:••-•‘Ivy n . • '''0 .^.'; :i 6c) ' ' ;rq.' 0017' VANVI. - 9941‘1 . •St LI ' 0:3' '4''' SS ' ' ' 1102;e, . . ‘,1•-\ON , •01, sC.:-C,><-'--;- f • -rit't • , i . , ti,„„-• ,. 6./ . , •• 00,,iat• -34. 00 i•l 'PO\.' sttN0 \- .,a'AG .v.ia .0 10-elq• LOSISCIS .. V: . 11, ... , ‘- • •I • :.•% , -G• ) ICON Materials COPY ,OFFICE •:,,-1. Pi . Ticket t 45082800 g , Asphalt 4, . Date: 11/3/2022 4040 Kersey Way-- Time 73150AM 1, •':' . . • .,. ,',.i' Auburn,WA 98092 Vehiele: ' LAKERID47 ,. ,.. c(KA',VA 0 IN,PV t Customer:. 60304 Order: LAKRID2212-2022 HMA/AGG VOL PRICE(FOB)10.1.2022 . Cust.Name: Lakeridge Paving Co. Disil#:' 15627 Pounds Tons • , , . Address&Instructions: Job: Reed Duvall AVe '.' ;-.., Gross . • , 84,840 ,.. 42.42 • P.O.: #21269L Tare , 31,600 • 15..B0 ( Duvall Ave NE ... Net 53,240 26.62 Renton .' . . • • .,Weighrtlaster:-Mike Mcirri§;' 4: . Product Loads j:oto.nkt- Tcl_ Loir.D.(4 12164230 1/2"PG 58H-22(64-22) 3 67.67 • 26.62 - ToW-,' • • . . . ( : Thank you for your business! • ----.• --,-01MA)TEMPERATURES GAN EXCEED 330 DENREE5.use appropriate protective equipment when working with HMA. 'See reverse side for warranty and shipment delivery conditions. . . • 4 S J r��t Y„ t �'' ICON Materials ;yl. �,^- ' urn... M Asphalt CUSTO (: 4040 Kersey Way MEF ToPY t. Auburn,WA 9809 a+nfi 2 • Ticket: Ri19'� Date: 45082796 Customer; 11/3/2022 60304 ;�4 e Time: Cust. + Vehicle; 7:24:41gM d. Name; Lakerid IAKERID51 Address r;e Paving Co, Order: I AKRfO221 &Instruct9onsd 2 ,2022 HMA/AGG Disp#: 45627 VOL pR Duvall Ave NE , CE(F08)10.1. Job; 2022 ' Renton 'fieed Duvali.>Ave P.P.: #21261 )1 Pounds i Gross �,.. Tons 84,560 ��_ 12oauc � , � Take' M 42. 164230 Yet • ,', 32,780 .. 28 7/2"PG58H22(6422) Loa s Ttal 16.39 '. Tic et Wei i` 51,780- 49.p5 — M ghmaster 25.89 e. 2 Mike,25.89 Vr,Y Morris �NING:NOT mix ASPllgtT(HMA)TEMPERATURES CAN FXC'EED 33p DEGREES.Use Thank you for your business! protective equipment when working with HM0. See revere side for warranty ad shipment delivery conditions. rt1s: att4F.R t'n gy nSn 'aS • ;x ,�i y� , :co4N Materials. .� ,rtfNI— 4040Kegeburn.gsphalt CUSTOMER Y Way ; COPY Auburn,.WA 98092 .. M a=:•"4,1W 4,r Ticket; 4 0 Date 94 Customer: Tirrfe; 11/3/2022 60304 " 7:19:27AM Cust.Name: Lakerid Vehicle. LAKERID53 e Instructions: ge Paving Co. l: Order: LAj(RID2212;- Laker ? 2022 NMA 1, l r• Disp#; 15627 /AGG VOL PRCE(FOBI Address'Ave NE Job; J 10.1.2022 Fri, Renton s P O' Reed Duval!Ave Pounds i1,1 1i21269L r jJ,; Gross -'��. Tons Pro 3,, 102,320, -- i' dUC' d +ri; tare; ;r;r 51.16 Duvall 12164230 n 72,000 i/2, PG'S8H-22(64-22) 6oad� o aC Net 30,320' ri.,36.00 T g ' V/eighmaster: ,j15.16 1 15.16 ' ' 15,.i6• �� Mike Morris T�1j f 11ING HOT MIX ASPHALT(HMA)TEMPERATU ; • , .i Thank .. . .RES(.qN EXCEED 330 DFGREES.Use appropriate ypu'far Our. Z' p^,i,-, _�F. ProtecgveequfPmentvy business! M�4 �` an working with HMA. See reverse side(or warranty ay shipment delivery7' _1 ictRINT rondit ons.- .P77n ' • a