PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/04/24 EST. NO. 019 TIME 09:53 AM R.E. NAME: RYAN DUNNE 01-0F8204 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 007 0016 20,888.62 E.W. @ F.A.(+) 083123 N 0073.0 0017 5,817.86 072423 N 0108.0 010 0007 8,393.33 E.W. @ F.A.(+) 051523 N 0104.0 014 0006 21,152.00 E.W. @ U.P (+) 021323 N 0046.0 022 0009 4,800.00 A.C. @ L.S.(+) 031224 N 0126.0 0010 7,950.00 E.W. @ F.A.(+) 120123 N 400 0 0011 9,864.00 120123 N 401 0 025 0005 1,253.34 E.W. @ F.A.(+) 091523 N 0102.0 0006 4,800.00 A.C. @ L.S.(+) 031224 N 0127.0 026 0002 17,993.25 E.W. @ F.A.(+) 050523 N 0132.0 027 0003 42,291.32 E.W. @ F.A.(+) 112123 N 0100.0 0004 30,427.42 120723 N 0119.0 0005 7,200.00 A.C. @ L.S.(+) 031224 N 0128.0 028 0003 2,400.00 A.C. @ L.S.(+) 031224 N 0129.0 029 0001 5,913.31 E.W. @ F.A.(+) 122123 N 0120.0 0002 5,195.48 122223 N 0121.0 0003 4,800.00 A.C. @ L.S.(+) 031224 N 0130.0 030 0012 8,892.28 E.W. @ F.A.(+) 082823 N 0109.0 0013 9,449.18 082923 N 0110.0 0014 9,914.97 083023 N 0111.0 0015 10,800.00 A.C. @ L.S.(+) 031224 N 0131.0 0016 6,520.61 E.W. @ F.A.(+) 090823 N 0133.0 0017 5,484.63 120623 N 0135.0 031 0002 22,000.00 E.W. @ L.S.(+) 120123 N 403 0 274,201.60 TOTAL THIS ESTIMATE 1,871,939.42 TOTAL PREVIOUS ESTIMATE 2,146,141.02 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/04/24 EST. NO. 019 TIME 09:53 AM R.E. NAME: RYAN DUNNE 01-0F8204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM4401 2022 -10,000.00 017 MISSING CEM4401 2023 -10,000.00 017 MISSING CEM4401 2022 10,000.00 018 MISSING CEM4401 2023 10,000.00 018 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402 -10,000.00 017 RTN MISSING CEM 2402 10,000.00 019 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PER 8/22 LTR DEDUCT -5,000.00 004 RELEASE 8/22 DEDUCT 5,000.00 005 PER 10/22 LTR DEDUCT -10,000.00 006 DEDUCT LTTR 11/2022 -4,000.00 007 RTRN LTTR 10/2022 10,000.00 007 DEDUCT PER 12/22 LTR -10,000.00 008 RELEAE 11/22 DEDUCT 4,000.00 008 RELEASE 12/22 DEDUCT 10,000.00 010 DEDUCT LTR 04/23 -2,000.00 012 PER 5/23 LTR DEDUCT -1,000.00 013 RELEASE 4/23 DEDUCT 2,000.00 014 PER 7/23 LTR DEDUCT -5,000.00 015 RTN DEDUCT LTR 5/23 1,000.00 016 RTN DEDUCT LTR 7/23 5,000.00 016 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F8204 TIME 09:53 AM ESTIMATE NO. 019 BID OPENING 11/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/22/23 R.E. NAME: RYAN DUNNE DATE OF THIS ESTIMATE 06/04/24 LOCATION RERUN FINAL ESTIMATE 01-HUM-101-R90.1/109.6 -------------------- MERCER-FRASER COMPANY IN HUMBOLDT COUNTY IN AND NEAR PO BOX 1006; TRINIDAD FROM 1.3 MILES SOUTH OF EUREKA CA 95502 SCHOOL ROAD OC TO 0.4 MILE NORTH OF BIG LAGOON BRIDGE FED. AID NO. ACNH-Q101(399)E CAPM ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,800.0000 2,800.00 1.000 2,800 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 1.000 15,000 003 TIME-RELATED OVERHEAD (LS) LS 210,000.0000 210,000.00 0.050 10,500.00 1.000 210,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 30,000.00 3.000 18,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 24,000.00 5.000 1,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 007 TRAFFIC CONTROL SYSTEM LS 780,000.0000 780,000.00 1.000 780,000 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.0000 12,900.00 9,185.000 27,555 009 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 7.5000 62,475.00 6,362.000 47,715 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1200 81,840.00 984,479.000 118,137 011 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 8,400.00 220.000 7,700 012 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 29,000.0000 29,000.00 1.000 29,000 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 27,000.0000 27,000.00 1.000 27,000 014 TEMPORARY RAILING (TYPE K) LF 31.0000 138,880.00 4,156.000 128,836 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,200.0000 68,200.00 19.000 41,800 016 TEMPORARY RADAR SPEED FEEDBACK EA 12,000.0000 24,000.00 6.000 72,000 SIGN SYSTEM 017 JOB SITE MANAGEMENT LS 55,000.0000 55,000.00 1.000 55,000 018 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 1.000 2,800 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 24,000.00 2.000 1,000.00 19.000 9,500 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 28,125.00 16.000 6,000 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 1.000 2,000 022 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 36,000.00 191.000 38,200 PROGRAM CAS145 PAGE 2 DATE 06/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F8204 TIME 09:53 AM ESTIMATE NO. 019 BID OPENING 11/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/22/23 R.E. NAME: RYAN DUNNE DATE OF THIS ESTIMATE 06/04/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 315,000.0000 315,000.00 1.000 315,000 024 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 025 TREATED WOOD WASTE LB 0.3400 56,440.00 190,540.000 64,783 026 TEMPORARY HIGH-VISIBILITY FENCE LF 8.0000 800.00 100.000 800 027 CLEARING AND GRUBBING (LS) LS 27,000.0000 27,000.00 1.000 27,000 028 ROADWAY EXCAVATION CY 130.0000 10,920.00 83.500 10,855 029 SHOULDER BACKING TON 34.0000 493,000.00 14,922.810 507,375 030 IMPORTED BORROW (CY) CY 72.0000 119,520.00 2,756.600 198,475 031 REMOVE IRRIGATION FACILITY LS 6,900.0000 6,900.00 1.000 6,900 032 COMPOST (CY) CY 426.0000 8,094.00 18.350 7,817 033 CLASS 2 AGGREGATE BASE (CY) CY 250.0000 21,000.00 83.500 20,875 034 CRACK TREATMENT LNMI 4,000.0000 348,000.00 0.000 0 035 FULL WIDTH SEGMENT CORRECTION EA 3,800.0000 3,800.00 2.000 7,600 036 PARTIAL WIDTH SEGMENT CORRECTION EA 2,350.0000 39,950.00 18.000 42,300 037 REPLACE ASPHALT CONCRETE SURFACING CY 450.0000 265,500.00 1,398.330 629,248 038 HOT MIX ASPHALT (TYPE A) TON 135.0000 1,701,000.00 17,014.060 2,296,898 039 MINOR HOT MIX ASPHALT TON 122.0000 353,800.00 2,403.620 293,241 040 RUBBERIZED HOT MIX ASPHALT TON 144.0000 12,254,400.00 64,748.530 9,323,788 (GAP GRADED) (STATISTICAL PAY FACTOR) 041 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.5000 99,600.00 66,779.000 100,168 042 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 2,835.00 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.5000 2,940.00 0.650 0.98 0.650 0 044 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 39,600.00 31,613.000 47,419 045 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 3,465.00 8,366.000 12,549 046 PLACE HOT MIX ASPHALT SQYD 53.0000 85,860.00 12.350 654.55 2,152.350 114,074 (MISCELLANEOUS AREA) 047 TACK COAT TON 700.0000 287,000.00 243.100 170,170 048 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 6.5000 30,940.00 4,760.000 30,940 049 REMOVE ASPHALT CONCRETE DIKE LF 1.2500 135,000.00 105,491.000 131,863 PROGRAM CAS145 PAGE 3 DATE 06/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F8204 TIME 09:53 AM ESTIMATE NO. 019 BID OPENING 11/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/22/23 R.E. NAME: RYAN DUNNE DATE OF THIS ESTIMATE 06/04/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7500 1,328,250.00 481,700.000 1,324,675 051 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 052 STRUCTURAL CONCRETE, BARRIER SLAB CY 520.0000 52,520.00 101.000 52,520 (F) 053 BAR REINFORCING STEEL LB 5.0000 5,825.00 1,165.000 5,825 (F) 054 8" ENTRANCE TAPER EA 1,100.0000 4,400.00 4.000 4,400 055 8" ANCHOR ASSEMBLY EA 2,000.0000 8,000.00 4.000 8,000 056 8" ALTERNATIVE PIPE DOWNDRAIN LF 90.0000 3,600.00 40.000 3,600 057 16"X5" STEEL CHANNEL (0.375" THICK) LF 450.0000 8,100.00 -6.000 -2,700.00 6.000 2,700 058 REMOVE OVERSIDE DRAIN EA 500.0000 1,000.00 2.000 1,000 059 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 800.0000 1,600.00 2.000 1,600 060 ADJUST FRAME AND GRATE TO GRADE EA 3,600.0000 270,000.00 79.000 284,400 061 DETECTABLE WARNING SURFACE SQFT 40.0000 8,000.00 200.000 8,000 062 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,463.0000 125,818.00 164.500 240,663 CURB RAMP) 063 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 120.0000 16,800.00 140.000 16,800 064 PRE/POST CONSTRUCTION SURVEYS EA 3,073.0100 6,146.02 2.000 6,146 065 ADJUST ACCESS BOX (UTILITY) EA 1,900.0000 9,500.00 5.000 9,500 066 PARKING BUMPER (PRECAST CONCRETE) EA 100.0000 3,400.00 34.000 3,400 067 CHAIN LINK FENCE (TYPE CL-6) LF 110.0000 15,400.00 150.000 16,500 068 REMOVE FENCE LF 25.0000 3,500.00 140.000 3,500 069 RELOCATE FENCE LF 120.0000 3,360.00 28.000 3,360 070 REMOVE PAVEMENT MARKER EA 1.0000 5,880.00 5,880.000 5,880 071 REMOVE DELINEATOR EA 10.0000 9,200.00 611.000 6,110.00 920.000 9,200 072 RECONSTRUCT LANE SEPARATION SYSTEM LF 25.0000 5,000.00 200.000 5,000 073 DELINEATOR (CLASS 1) EA 60.0000 30,000.00 114.000 6,840.00 500.000 30,000 074 DELINEATOR (CLASS 2) EA 60.0000 36,000.00 651.000 39,060 075 GUARD RAILING DELINEATOR EA 19.0000 3,040.00 160.000 3,040 076 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 63,250.00 13,128.000 72,204 PROGRAM CAS145 PAGE 4 DATE 06/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F8204 TIME 09:53 AM ESTIMATE NO. 019 BID OPENING 11/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/22/23 R.E. NAME: RYAN DUNNE DATE OF THIS ESTIMATE 06/04/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MILEPOST MARKER EA 85.0000 6,630.00 78.000 6,630 078 MARKER (CULVERT) EA 60.0000 16,800.00 14.000 840.00 280.000 16,800 079 REMOVE MARKER EA 20.0000 7,200.00 96.000 1,920.00 360.000 7,200 080 REMOVE ROADSIDE SIGN EA 150.0000 7,650.00 51.000 7,650 081 REMOVE ROADSIDE SIGN PANEL EA 100.0000 1,500.00 22.000 2,200 082 RELOCATE ROADSIDE SIGN-ONE POST EA 250.0000 500.00 2.000 500 083 RELOCATE ROADSIDE SIGN-TWO POST EA 375.0000 375.00 1.000 375.00 1.000 375 084 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 29.5000 95,580.00 3,239.500 95,565 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.9500 3,349.50 210.000 3,349 (0.063"-UNFRAMED) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.5700 47,622.70 2,110.000 47,622 (0.080"-FRAMED) 087 ROADSIDE SIGN - TWO POST EA 475.0000 4,275.00 9.000 4,275 088 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 3,000.00 15.000 3,000 EXISTING POST 089 INSTALL ROADSIDE SIGN EA 2,425.0000 94,575.00 43.000 104,275 (LAMINATED WOOD BOX POST) 090 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.9500 335,440.00 11,225.000 336,188 091 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 33.9500 189,441.00 5,500.000 186,725 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 330,400.00 8,700.000 696,000 093 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 54.9500 27,475.00 500.000 27,475 (STEEL POST) 094 TRANSITION RAILING (TYPE WB-31) EA 4,195.0000 79,705.00 25.000 104,875 095 END ANCHOR ASSEMBLY (TYPE SFT) EA 795.0000 18,285.00 26.000 20,670 096 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 72,600.00 22.000 72,600 097 MAX TENSION MEDIAN EA 9,250.0000 92,500.00 10.000 92,500 098 ALTERNATIVE CRASH CUSHION SYSTEM EA 34,500.0000 69,000.00 2.000 69,000 099 CONCRETE BARRIER TRANSITION LF 1,050.0000 507,150.00 483.000 507,150 (F) 100 REMOVE GUARDRAIL LF 2.0000 34,600.00 17,533.000 35,066 101 REMOVE CONCRETE BARRIER LF 200.0000 20,400.00 102.000 20,400 102 REMOVE CRASH CUSHION EA 1,750.0000 3,500.00 2.000 3,500 103 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 4,400.00 318.000 2,544.00 633.000 5,064 PROGRAM CAS145 PAGE 5 DATE 06/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F8204 TIME 09:53 AM ESTIMATE NO. 019 BID OPENING 11/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/22/23 R.E. NAME: RYAN DUNNE DATE OF THIS ESTIMATE 06/04/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 45,815.00 1,343.000 7,386.50 32,908.280 180,995 (ENHANCED WET NIGHT VISIBILITY) 105 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 72,100.00 172,050.000 60,217.50 206,000.000 72,100 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 106 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,380.00 4,463.000 1,785.20 4,463.000 1,785 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 107 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 361,600.00 120,083.000 96,066.40 547,590.600 438,072 (ENHANCED WET NIGHT VISIBILITY) 108 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 23,870.00 475.000 522.50 4,119.000 4,530 (ENHANCED WET NIGHT VISIBILITY) 109 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1400 72,520.00 227,484.000 31,847 110 6" RUMBLE STRIP STA 30.0000 38,400.00 1,272.000 38,160 (ASPHALT CONCRETE PAVEMENT) 111 12" RUMBLE STRIP STA 30.0000 54,000.00 26.000 780.00 1,780.030 53,400 (ASPHALT CONCRETE PAVEMENT) 112 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.2500 56,042.50 0.000 0 113 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.2500 9,652.50 0.000 0 (BROKEN 17-7) 114 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,500.0000 7,500.00 1.000 7,500 SYSTEM ELEMENTS DURING CONSTRUCTION 115 MODIFYING TRAFFIC MONITORING STATIONS LS 89,000.0000 89,000.00 1.000 89,000 116 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 117 MINOR CONCRETE (MISCELLANEOUS CY 1,200.0000 39,600.00 33.000 39,600 CONSTRUCTION) PROGRAM CAS145 PAGE 6 DATE 06/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F8204 TIME 09:53 AM ESTIMATE NO. 019 BID OPENING 11/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/22/23 R.E. NAME: RYAN DUNNE DATE OF THIS ESTIMATE 06/04/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 196,842.63 21,609,810.26 ADJUSTMENT OF COMPENSATION 34,800.00 952,218.03 EXTRA WORK 239,401.60 1,193,922.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 471,044.23 23,755,951.28 118 MOBILIZATION LS 2,078,638.7800 2,078,638.78 1.000 2,078,638 ORIGINAL CONTRACT AMOUNT 25,445,445.00 TOTAL WORK COMPLETED 471,044.23 25,834,590.06 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 481,044.23 25,834,590.06 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/23/22 175 04/19/22 04/19/22 12/22/23 179 238 5 0 100% 100% RYAN DUNNE RESIDENT ENGINEER