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 05/18/18 EST. NO. 036 TIME 09:25 AM R.E. NAME: MURDOCK, KEVIN 05-0C6404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0172 388.46 E.W. @ F.A.(+) 040218 N 119650 0173 388.46 040318 N 119660 0174 460.76 040418 N 119670 0175 460.76 040518 N 119680 0176 328.73 040618 N 119700 0177 454.78 040918 N 119850 0178 559.67 041218 N 119910 0179 448.25 041018 N 119860 0180 298.81 041118 N 119880 0184 542.73 041318 N 120220 0189 328.73 042718 N 121300 0190 581.53 041918 N 121330 0191 418.34 043018 N 122130 0192 1,765.20 050118 N 122150 0193 448.25 050218 N 122210 018 0005 32,295.51 A.C. @ U.P.(+) 051118 N 0003 0 043 0009 2,267.92 E.W. @ F.A.(+) 050118 N 122170 046 0002 4,510.00 E.W. @ L.S.(+) 041818 N 0002 0 0003 88,581.52 A.C. @ U.P.(+) 050418 N 1 0 050 0012 2,700.30 E.W. @ F.A.(+) 042418 N 121210 052 0002 1,133.98 E.W. @ F.A.(+) 043018 N 122140 063 0006 307.52 E.W. @ F.A.(+) 040518 N 119690 0007 2,019.64 032718 N 119310 141,689.85 TOTAL THIS ESTIMATE 2,830,713.92 TOTAL PREVIOUS ESTIMATE 2,972,403.77 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 05/18/18 EST. NO. 036 TIME 09:25 AM R.E. NAME: MURDOCK, KEVIN 05-0C6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP FAILURES DEC -360,225.67 008 SWPPP FAILURES JAN 360,225.67 008 PERFORMANCE FAILURE -21,803.66 009 PERFORMANCE FAILURE 21,803.66 009 PERFORMANCE FAILURE -368,565.37 011 PERFORMANCE FAILURE 368,565.37 012 SURVEY RE-STAKING -4,260.00 012 CCO#18 OIL PRICE IND -64,926.51 013 PERFORMANCE FAILURE -130,011.78 013 CCO#18 OIL PRICE IND 64,926.51 014 PERFORMANCE FAIL RTN 130,011.78 014 SWPPP PERFOR FAILURE -304,231.57 019 PERFORMANCE FAILURE 304,231.57 020 SURVEY RESTAKE #87 -415.36 032 SWPPP PERF FAILURE -270,099.16 033 SWPPP PERF FAIL RTN 261,113.40 034 0.00 -13,661.12 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 036 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -18,661.12 PROGRAM CAS145 PAGE 1 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 09:25 AM ESTIMATE NO. 036 BID OPENING 01/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: MURDOCK, KEVIN DATE OF THIS ESTIMATE 05/18/18 LOCATION PROGRESS ESTIMATE 05-SB-246-12.3/R16.7 ----------------- PAPICH CONSTRUCTION CO. INC. ON ROUTE 246 IN SANTA BARBARA 398 SUNRISE TERRACE COUNTY NEAR LOMPOC, FROM CEBADA ARROYO GRANDE, CA 93420 CANYON ROAD TO HAPGOOD ROAD FED. AID NO. N O N E PASSING LANES AND OPERATIONAL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 0.900 5,400 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.750 1,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,115.0000 846,000.00 456.000 964,440 004 CONSTRUCTION AREA SIGNS LS 18,540.0000 18,540.00 0.900 16,686 005 TRAFFIC CONTROL SYSTEM LS 206,650.0000 206,650.00 1.000 206,650 006 TYPE III BARRICADE EA 85.0000 850.00 20.000 1,700 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 100.00 230.000 1,150 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1800 18,360.00 124,510.000 22,411 009 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 15,170.00 522.000 19,314 010 TEMPORARY PAVEMENT MARKER EA 2.2000 6,006.00 2,615.000 5,753 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 8,600.0000 8,600.00 1.000 8,600 012 TEMPORARY RAILING (TYPE K) LF 10.5000 329,700.00 30,021.000 315,220 013 TEMPORARY CRASH CUSHION MODULE EA 175.0000 7,350.00 42.000 7,350 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,800.0000 55,800.00 31.000 55,800 015 JOB SITE MANAGEMENT LS 68,500.0000 68,500.00 1.000 68,500 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1,600.0000 1,600.00 0.900 1,440 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 21,500.00 27.000 13,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 700.0000 11,200.00 14.000 9,800 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 020 MOVE-IN/MOVE-OUT EA 750.0000 4,500.00 7.000 5,250 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 97,800.00 113,695.000 68,217 (BONDED FIBER MATRIX) 022 TEMPORARY CHECK DAM LF 1.1000 3,102.00 6,507.000 7,157 PROGRAM CAS145 PAGE 2 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 09:25 AM ESTIMATE NO. 036 BID OPENING 01/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: MURDOCK, KEVIN DATE OF THIS ESTIMATE 05/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 14,000.00 21.000 8,400 024 TEMPORARY FIBER ROLL LF 1.2000 72,000.00 15,819.000 18,982 025 TEMPORARY LARGE SEDIMENT BARRIER LF 1.0600 10,600.00 2,563.000 2,716 026 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 15,000.00 5.000 7,500 027 STREET SWEEPING LS 26,100.0000 26,100.00 1.000 26,100 028 TEMPORARY CONCRETE WASHOUT LS 5,200.0000 5,200.00 1.000 5,200 029 TEMPORARY FENCE (TYPE ESA) LF 2.2500 15,075.00 5,825.000 13,106 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.6500 7,865.00 8,902.500 5,786 STRIPE (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.4500 4,320.00 1,920.000 864 032 ABANDON CULVERT (EA) EA 1,200.0000 3,600.00 6.000 7,200 033 REMOVE FENCE LF 0.5000 2,605.00 5,137.000 2,568 034 REMOVE GUARDRAIL LF 8.2000 803.60 98.000 803 035 REMOVE FLARED END SECTION EA 405.0000 7,290.00 9.000 3,645 036 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 14,595.00 52,977.000 18,541 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 7,605.00 21,214.000 9,546 038 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 460.00 210.000 420 039 REMOVE PAVEMENT MARKER EA 1.0000 1,660.00 4,067.000 4,067 040 REMOVE CULVERT (LF) LF 9.0000 8,730.00 2,743.800 24,694 041 REMOVE INLET EA 775.0000 9,300.00 9.000 6,975 042 RESET MAILBOX EA 420.0000 2,940.00 11.000 4,620.00 11.000 4,620 043 RESET MILEPOST MARKER EA 50.0000 500.00 4.000 200.00 4.000 200 044 RESET ROADSIDE SIGN EA 100.0000 1,900.00 3.000 300.00 3.000 300 045 RELOCATE MAILBOX EA 285.0000 4,845.00 9.000 2,565.00 11.000 3,135 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.4000 46,368.00 5,525.080 46,410 047 REMOVE CONCRETE (CY) CY 74.0000 18,500.00 210.500 15,577 048 SAND BACKFILL CY 61.5000 6,765.00 77.500 4,766 049 CLEARING AND GRUBBING (LS) LS 138,500.0000 138,500.00 1.000 138,500 PROGRAM CAS145 PAGE 3 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 09:25 AM ESTIMATE NO. 036 BID OPENING 01/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: MURDOCK, KEVIN DATE OF THIS ESTIMATE 05/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DEVELOP WATER SUPPLY LS 36,350.0000 36,350.00 1.000 36,350 051 DUST PALLIATIVE LS 16,000.0000 16,000.00 1.000 16,000 052 ROADWAY EXCAVATION CY 4.2500 1,071,000.00 252,829.470 1,074,525 053 SHOULDER BACKING TON 27.0000 63,990.00 1,426.300 38,510 054 STRUCTURE BACKFILL (SLURRY CEMENT) CY 45.0000 9,900.00 222.000 9,990 055 PLANT (GROUP H) EA 15.0000 1,050.00 30.000 450.00 97.000 1,455 056 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,000.00 8.000 6,000 057 HYDROMULCH SQFT 0.0300 46,800.00 211,541.000 6,346.23 1,720,392.000 51,611 058 COMPOST SOCK LF 3.4000 42,840.00 8,299.000 28,216.60 14,067.000 47,827 059 COMPOST BERM LF 2.2500 93,375.00 1,480.000 3,330.00 40,741.000 91,667 060 STRAW SQFT 0.0300 46,800.00 211,541.000 6,346.23 1,718,392.000 51,551 061 HYDROSEED SQFT 0.0700 130,200.00 211,541.000 14,807.87 1,762,146.000 123,350 062 COMPOST SQFT 0.2000 414,000.00 211,541.000 42,308.20 1,821,556.000 364,311 063 INCORPORATE MATERIALS SQFT 0.2100 42,630.00 151,851.000 31,888 064 CLASS 1 AGGREGATE SUBBASE CY 18.9000 614,250.00 27,848.590 526,338 065 CLASS 2 AGGREGATE BASE (CY) CY 39.0000 830,700.00 21,585.960 841,852 066 PREPAVING INERTIAL PROFILER LS 4,000.0000 4,000.00 1.000 4,000 067 PREPAVING GRINDING DAY EA 5,500.0000 27,500.00 2.000 11,000 068 HOT MIX ASPHALT (TYPE A) TON 89.3500 5,620,115.00 61,283.490 5,475,679 069 SHOULDER RUMBLE STRIP STA 16.5000 5,775.00 353.650 5,835.23 353.650 5,835 (HMA,GROUND-IN INDENTATIONS) 070 CENTER LINE RUMBLE STRIP (HMA, GROUND-IN STA 16.7500 5,695.00 338.670 5,672.72 338.670 5,672 INDENTATIONS) 071 DATA CORE LS 3,300.0000 3,300.00 0.000 0 072 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 325.00 267.000 333 073 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 18,125.00 1,002.000 1,252.50 15,442.000 19,302 074 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 2,400.00 176.000 220.00 2,096.000 2,620 075 PLACE HOT MIX ASPHALT SQYD 92.0000 43,240.00 6.400 588.80 492.460 45,306 (MISCELLANEOUS AREA) 076 TACK COAT TON 22.0000 2,112.00 98.540 2,167 PROGRAM CAS145 PAGE 4 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 09:25 AM ESTIMATE NO. 036 BID OPENING 01/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: MURDOCK, KEVIN DATE OF THIS ESTIMATE 05/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE CY 770.0000 110,495.00 143.500 110,495 (F) 078 STRUCTURAL CONCRETE, BOX CULVERT CY 1,060.0000 527,880.00 498.000 527,880 (F) 079 MINOR CONCRETE (MINOR STRUCTURE) CY 985.0000 362,480.00 366.180 360,687 (F) 080 BAR REINFORCING STEEL LB 1.3500 18,607.05 13,783.000 18,607 (F) 081 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0500 122,658.90 116,818.000 122,658 (F) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 1,012.50 82.920 1,036.50 82.920 1,036 (0.063"-UNFRAMED) 083 ROADSIDE SIGN - ONE POST EA 220.0000 2,420.00 11.000 2,420.00 11.000 2,420 084 18" ALTERNATIVE PIPE CULVERT LF 57.0000 2,280.00 54.000 3,078 085 24" ALTERNATIVE PIPE CULVERT LF 55.0000 226,050.00 4,168.800 229,284 086 30" ALTERNATIVE PIPE CULVERT LF 171.0000 27,360.00 152.000 25,992 087 36" ALTERNATIVE PIPE CULVERT LF 107.0000 16,050.00 152.000 16,264 088 42" ALTERNATIVE PIPE CULVERT LF 156.1500 2,810.70 18.000 2,810 089 18" REINFORCED CONCRETE PIPE LF 280.0000 2,800.00 0.000 0 090 54" REINFORCED CONCRETE PIPE LF 255.0000 104,550.00 406.000 103,530 091 60" REINFORCED CONCRETE PIPE LF 313.0000 15,650.00 48.000 15,024 092 36" CORRUGATED STEEL PIPE (.138" THICK) LF 380.0000 30,400.00 73.800 28,044 093 84" CORRUGATED STEEL PIPE (.168" THICK) LF 565.2500 440,895.00 764.000 431,851 094 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 11.1500 38,467.50 3,645.000 40,641 095 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 49.3000 227,766.00 5,440.700 268,226 (F) 096 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 30.5000 16,165.00 460.000 14,030 (.079" THICK) 097 12" ENTRANCE TAPER EA 750.0000 8,250.00 12.000 9,000 098 GRATED LINE DRAIN LF 450.0000 39,150.00 102.000 45,900.00 186.500 83,925 099 54" CONCRETE FLARED END SECTION EA 2,436.0000 14,616.00 6.000 14,616 100 60" CONCRETE FLARED END SECTION EA 8,700.0000 8,700.00 0.000 0 101 18" ALTERNATIVE FLARED END SECTION EA 516.0000 1,032.00 2.000 1,032 102 24" ALTERNATIVE FLARED END SECTION EA 545.0000 3,815.00 7.000 3,815 103 30" ALTERNATIVE FLARED END SECTION EA 840.0000 840.00 1.000 840 PROGRAM CAS145 PAGE 5 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 09:25 AM ESTIMATE NO. 036 BID OPENING 01/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: MURDOCK, KEVIN DATE OF THIS ESTIMATE 05/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 36" ALTERNATIVE FLARED END SECTION EA 1,160.0000 3,480.00 2.000 2,320 105 42" ALTERNATIVE FLARED END SECTION EA 1,350.0000 1,350.00 1.000 1,350 106 84" ALTERNATIVE FLARED END SECTION EA 3,000.0000 36,000.00 12.000 36,000 107 ROCK SLOPE PROTECTION CY 83.7500 48,575.00 579.000 48,491 (1/2 T, METHOD A) (CY) 108 ROCK SLOPE PROTECTION CY 82.0000 123,820.00 1,433.000 117,506 (1/4 T, METHOD B) (CY) 109 ROCK SLOPE PROTECTION CY 90.5000 43,440.00 461.000 41,720 (LIGHT, METHOD B) (CY) 110 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 85.5000 131,670.00 1,505.800 128,745 (CY) 111 ROCK SLOPE PROTECTION (1/2 T, METHOD B) CY 79.5000 46,110.00 578.000 45,951 (CY) 112 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.5000 22,725.00 4,898.800 22,044 113 MISCELLANEOUS IRON AND STEEL LB 2.0000 17,100.00 10,456.000 20,912 (F) 114 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 3.6000 24,660.00 6,953.000 25,030 115 TEMPORARY FENCE (TYPE BW) LF 3.8000 1,710.00 450.000 1,710 116 20' WIRE MESH GATE EA 1,750.0000 3,500.00 3.000 5,250 117 DELINEATOR (CLASS 1) EA 55.0000 3,685.00 0.000 0 118 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 18.0000 37,080.00 2,062.500 37,125 119 VEGETATION CONTROL (MINOR CONCRETE) SQYD 71.0000 51,830.00 744.690 52,872 120 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,645.0000 7,935.00 3.000 7,935 121 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,340.0000 7,020.00 3.000 7,020 122 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 47,040.00 113,185.000 36,219.20 113,185.000 36,219 123 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 2,782.00 4,156.000 2,701.40 4,156.000 2,701 124 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 6,160.00 1,986.000 6,951.00 1,986.000 6,951 125 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2400 460.80 2,414.000 579.36 2,414.000 579 (BROKEN 12-3) 126 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2400 5,160.00 17,489.000 4,197.36 17,489.000 4,197 (BROKEN 36-12) 127 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 17,820.00 3,424.000 6,848.00 3,424.000 6,848 128 INDUCTIVE LOOP DETECTOR (LS) LS 6,900.0000 6,900.00 1.000 6,900 129 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 130 FILTER FABRIC SQYD 1.6500 47,520.00 32,139.770 53,030 PROGRAM CAS145 PAGE 6 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 09:25 AM ESTIMATE NO. 036 BID OPENING 01/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: MURDOCK, KEVIN DATE OF THIS ESTIMATE 05/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 229,912.20 14,232,815.69 ADJUSTMENT OF COMPENSATION 120,877.03 209,992.66 EXTRA WORK 20,812.82 2,762,411.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 371,602.05 17,205,219.46 131 MOBILIZATION LS 388,340.9500 388,340.95 1.000 388,340 ORIGINAL CONTRACT AMOUNT 14,885,001.00 TOTAL WORK COMPLETED 371,602.05 17,593,560.41 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -5,000.00 -18,661.12 TOTAL 366,602.05 17,574,899.29 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/26/15 400 05/21/15 05/21/15 05/24/18 469 277 72 0 97% 99% PROGRESS IS SATISFACTORY MURDOCK, KEVIN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/18/18