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 01/23/20 EST. NO. 033 TIME 03:27 PM R.E. NAME: KRAFT, DAN 01-0B5004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0067 9,409.93 E.W. @ F.A.(+) 112219 N 0240.0 0068 4,794.42 112519 N 0245.0 026 0002 9,106.00 E.W. @ F.A.(+) 112319 N 0243.0 23,310.35 TOTAL THIS ESTIMATE 2,006,715.51 TOTAL PREVIOUS ESTIMATE 2,030,025.86 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 01/23/20 EST. NO. 033 TIME 03:27 PM R.E. NAME: KRAFT, DAN 01-0B5004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 8/18 -3,000.00 015 PER LTR DATED 9/18 -3,000.00 016 PER LTR DATED 10/18 -2,000.00 017 RTN DEDUCT 8/18 3,000.00 019 RTN DEDUCT 9/18 3,000.00 019 RTN DEDUCT 10/18 2,000.00 019 PER LTR DATED 1/19 -4,000.00 021 RTN DEDUCT 1/19 4,000.00 024 PER LTR DATED 7/19 -1,000.00 027 PER LTR DATED 8/19 -1,000.00 028 RTN DEDUCT 7/19 1,000.00 029 RTN DEDUCT 8/19 1,000.00 029 PER LTTR DATED 11/19 -2,000.00 031 RELEASE 11/19 DEDUCT 2,000.00 033 2,000.00 0.00 TOTAL DEDUCTIONS 2,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5004 TIME 03:27 PM ESTIMATE NO. 033 BID OPENING 08/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/23/20 LOCATION PROGRESS ESTIMATE 01-MEN-101-3.7/5.3 ----------------- O.C. JONES & SONS, INC IN MENDOCINO COUNTY NEAR HOPLAND 1520 FOURTH STREET FROM 0.1 MI SOUTH OF COMMINSKY STA BERKELEY CA 94710 RD-103 TO 0.6 MI NORTH OF PIETA CR BRIDGE #10-83 FED. AID NO. NHER-19C7(4)E REPAIR SLIDES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,800.0000 1,800.00 0.880 1,584 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 462,000.00 294.000 352,800 003 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.750 6,000 004 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.750 75,000 005 FLASHING ARROW SIGN EA 7,000.0000 7,000.00 0.760 5,320 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 4,240.00 12,095.000 4,838 007 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 6,290.00 200.000 7,400 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.760 11,400 009 TEMPORARY RAILING (TYPE K) LF 24.0000 41,760.00 1,215.000 29,160 010 TEMPORARY CRASH CUSHION EA 7,000.0000 14,000.00 1.500 10,500 011 JOB SITE MANAGEMENT LS 125,000.0000 125,000.00 0.013 1,625.00 0.735 91,875 012 PREPARE STORM WATER POLLUTION PREVENTION LS 2,150.0000 2,150.00 0.750 1,612 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 1.000 500.00 18.000 9,000 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 75.0000 3,225.00 1.000 75.00 26.000 1,950 015 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 016 MOVE-IN/MOVE-OUT EA 500.0000 2,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 017 TEMPORARY COVER SQYD 7.0000 42,280.00 0.000 0 018 TEMPORARY CHECK DAM LF 12.0000 4,920.00 0.000 0 019 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 3,000.00 4.500 2,250 020 TEMPORARY FIBER ROLL LF 4.5000 17,190.00 4,781.000 21,514 021 TEMPORARY GRAVEL BAG BERM LF 8.0000 28,160.00 285.000 2,280 022 TEMPORARY REINFORCED SILT FENCE LF 40.0000 1,600.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 01/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5004 TIME 03:27 PM ESTIMATE NO. 033 BID OPENING 08/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 8.0000 2,880.00 939.000 7,512 024 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 2.750 13,750 025 TEMPORARY ACTIVE TREATMENT SYSTEM LS 30,000.0000 30,000.00 0.000 0 026 TEMPORARY CONCRETE WASHOUT LS 35,000.0000 35,000.00 0.710 24,850 027 TEMPORARY CLEAR WATER DIVERSION SYSTEM EA 17,000.0000 34,000.00 0.000 0 028 TEMPORARY FENCE (TYPE ESA) LF 15.0000 3,000.00 170.000 2,550 029 DUST CONTROL PLAN LS 2,000.0000 2,000.00 0.870 1,740 (NATURALLY OCCURRING ASBESTOS) 030 ABANDON CULVERT (LF) LF 70.0000 14,700.00 0.000 0 031 DESTROY WELL EA 4,400.0000 30,800.00 7.000 30,800 032 REMOVE FENCE LF 6.0000 7,320.00 1,313.000 7,878 033 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 5,952.00 7,645.000 4,587 034 REMOVE PAINTED PAVEMENT MARKING SQFT 12.0000 1,560.00 126.000 1,512 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 3,200.00 1,596.000 3,192 036 REMOVE PAVEMENT MARKER EA 3.2500 2,177.50 581.000 1,888 037 REMOVE CHANNELIZERS EA 15.0000 675.00 46.000 690 038 REMOVE CULVERT (LF) LF 28.0000 10,360.00 10.000 280 039 REMOVE INLET EA 1,400.0000 2,800.00 0.000 0 040 SALVAGE CONCRETE BARRIER (TYPE K) LF 12.0000 4,320.00 360.000 4,320 041 SALVAGE MARKER (TYPE P) EA 250.0000 750.00 3.000 750 042 SALVAGE SIGNS AND FLASHING BEACONS EA 500.0000 3,000.00 0.000 0 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 20,520.00 0.000 0 044 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 1.000 30,000 045 ROADWAY EXCAVATION CY 32.0000 156,160.00 0.000 0 046 SHOULDER BACKING TON 270.0000 4,590.00 0.000 0 047 STRUCTURE EXCAVATION CY 31.1700 657,687.00 21,100.000 657,687 (F) 048 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 40.1800 90,204.10 2,060.700 82,798 (F) 049 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 100.9300 56,117.08 304.000 30,682 (F) PROGRAM CAS145 PAGE 3 DATE 01/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5004 TIME 03:27 PM ESTIMATE NO. 033 BID OPENING 08/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 382.0000 501,184.00 1,312.000 501,184 (F) 051 LEAN CONCRETE BACKFILL CY 334.0000 335,670.00 1,005.000 335,670 (F) 052 DITCH EXCAVATION CY 75.0000 3,375.00 45.000 3,375 053 IMPORTED BORROW (CY) CY 30.0000 42,900.00 0.000 0 054 SOIL AMENDMENT (CF) CF 89.1100 5,792.15 0.000 0 055 ORGANIC FERTILIZER LB 94.1100 1,129.32 0.000 0 056 PLANT (GROUP A) EA 18.1200 2,899.20 0.000 0 057 PLANT (GROUP B) EA 52.4300 3,303.09 0.000 0 058 PLANT (GROUP U) EA 153.8900 5,847.82 0.000 0 059 PLANT ESTABLISHMENT WORK LS 38,360.0000 38,360.00 0.000 0 060 WOOD MULCH CY 286.0000 2,574.00 0.000 0 061 2" WYE STRAINER ASSEMBLY EA 507.0000 1,014.00 0.000 0 062 TRUCK STANDPIPE EA 1,650.0000 3,300.00 0.000 0 063 5/8" DRIP IRRIGATION TUBING LF 2.5000 4,825.00 0.000 0 (F) 064 RISER SPRINKLER ASSEMBLY EA 24.0000 15,840.00 0.000 0 065 2" PLASTIC PIPE (SCHEDULE 40) LF 4.5000 810.00 0.000 0 (F) (SUPPLY LINE) 066 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,250.0000 7,500.00 3.000 3,750 067 IMPORTED TOPSOIL (CY) CY 110.0000 25,300.00 0.000 0 068 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1500 2,985.00 0.000 0 (SQFT) 069 ROLLED EROSION CONTROL PRODUCT SQFT 0.3000 4,770.00 0.000 0 (JUTE MESH) 070 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8700 20,097.00 3,225.000 2,805 071 HYDROMULCH SQFT 0.3000 19,980.00 133,293.000 39,987 072 FIBER ROLLS LF 3.2000 14,528.00 3,096.000 9,907 073 STRAW SQFT 0.0800 5,072.00 95,832.000 7,666 074 HYDROSEED SQFT 0.4500 29,970.00 124,581.000 56,061 075 COMPOST SQFT 0.8500 13,005.00 0.000 0 076 INCORPORATE MATERIALS SQFT 0.2500 3,825.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 01/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5004 TIME 03:27 PM ESTIMATE NO. 033 BID OPENING 08/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE BASE (CY) CY 44.0000 189,640.00 0.000 0 078 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 079 HOT MIX ASPHALT (TYPE A) TON 125.0000 241,250.00 0.000 0 080 MINOR HOT MIX ASPHALT TON 150.0000 2,400.00 0.000 0 081 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 165.0000 217,800.00 1,320.000 217,800 082 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 165.0000 90,750.00 550.000 90,750 (OPEN GRADED FRICTION COURSE) 083 SHOULDER RUMBLE STRIP STA 170.0000 3,740.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 084 CENTERLINE RUMBLE STRIP STA 170.0000 4,420.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 085 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.2000 5,040.00 0.000 0 086 TACK COAT TON 1,200.0000 6,000.00 0.000 0 087 GROUND ANCHOR (SUBHORIZONTAL) EA 6,915.0000 3,312,285.00 3.000 20,745.00 340.000 2,351,100 088 STEEL SOLDIER PILE (2 - W14 X 53) LF 152.0000 1,405,088.00 8,887.000 1,350,824 089 36" DRILLED HOLE LF 22.0000 185,724.00 8,442.000 185,724 090 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 091 STRUCTURAL CONCRETE, PILASTER CY 3,098.0000 306,702.00 64.000 198,272 (F) 092 MINOR CONCRETE (MINOR STRUCTURE) CY 4,300.0000 47,300.00 10.150 43,645 (F) 093 BAR REINFORCING STEEL (SOLDIER PILE LB 1.2000 93,006.00 0.000 0 (F) WALL) 094 BAR REINFORCING STEEL (PILASTER) LB 1.0000 14,605.00 9,712.000 9,712 (F) 095 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 096 SCULPTED SHOTCRETE SQFT 4.7500 68,727.75 0.000 0 097 STRUCTURAL SHOTCRETE CY 440.0000 361,680.00 0.000 0 (F) 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 40.0000 200.00 0.000 0 (0.063"-UNFRAMED) 099 ROADSIDE SIGN - ONE POST EA 250.0000 250.00 0.000 0 100 TIMBER LAGGING MFBM 3,800.0000 520,600.00 8.600 32,680.00 119.300 453,340 (F) 101 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 102 CLEAN AND PAINT STEEL SOLDIER PILING LS 320,000.0000 320,000.00 0.960 307,200 103 PREPARE AND STAIN SHOTCRETE SQFT 2.9000 41,960.10 0.000 0 PROGRAM CAS145 PAGE 5 DATE 01/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5004 TIME 03:27 PM ESTIMATE NO. 033 BID OPENING 08/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 8" PLASTIC PIPE LF 135.0000 5,400.00 10.000 1,350 105 18" CORRUGATED STEEL PIPE (.109" THICK) LF 150.0000 8,550.00 19.600 2,940 106 24" CORRUGATED STEEL PIPE (.138" THICK) LF 190.0000 79,800.00 0.000 0 107 36" CORRUGATED STEEL PIPE (.138" THICK) LF 250.0000 32,500.00 0.000 0 108 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 86.0000 84,280.00 726.400 62,470 109 FURNISH AND INSTALL DRAIN PIPE LF 3.2700 27,271.80 2,700.000 8,829 (HORIZONTAL DRAIN) 110 DRILL HOLE (HORIZONTAL DRAIN) LF 20.7400 171,105.00 2,700.000 55,998 111 12" COLLECTOR SYSTEM (HORIZONTAL DRAIN LF 68.0000 40,120.00 285.000 19,380 AND GEOTEXTILE WALL DRAIN) 112 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 190.0000 58,900.00 251.000 47,690 (.109" THICK) 113 CONCRETE ANCHOR AND CABLE ASSEMBLY EA 20,000.0000 20,000.00 0.000 0 114 36" CORRUGATED STEEL PIPE INLET LF 1,000.0000 39,000.00 14.600 14,600 (.109" THICK) 115 8" WELDED STEEL PIPE (.134" THICK) LF 32.9600 20,435.20 270.000 8,899 116 36" PRECAST CONCRETE PIPE MANHOLE LF 1,200.0000 8,400.00 0.000 0 117 ROCK SLOPE PROTECTION (1T, METHOD A) CY 340.0000 10,880.00 0.000 0 (F) 118 ROCK SLOPE PROTECTION CY 150.0000 95,700.00 363.700 54,555 (F) (1/4 T, METHOD B) (CY) 119 ROCK SLOPE PROTECTION CY 140.0000 44,380.00 285.800 40,012 (F) (LIGHT, METHOD B) (CY) 120 ROCK SLOPE PROTECTION CY 275.0000 2,365.00 8.600 2,365 (F) (FACING, METHOD B) (CY) 121 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 170.0000 15,640.00 0.000 0 (F) (CY) 122 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 150.0000 52,350.00 203.800 30,570 (F) (CY) 123 ROCK SLOPE PROTECTION (1/2 T, METHOD B) CY 170.0000 41,140.00 0.000 0 (F) (CY) 124 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 8,500.00 979.300 4,896 125 MINOR CONCRETE (CURB) (CY) CY 1,400.0000 12,600.00 0.000 0 126 MISCELLANEOUS IRON AND STEEL LB 6.0000 18,996.00 2,193.000 13,158 (F) 127 FENCE (TYPE WM AND BW) LF 34.0000 62,220.00 1,660.000 56,440 128 TEMPORARY FENCE LF 28.0000 23,520.00 650.000 18,200 129 16' METAL GATE EA 3,200.0000 3,200.00 0.000 0 130 CABLE RAILING LF 35.0000 39,830.00 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 01/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5004 TIME 03:27 PM ESTIMATE NO. 033 BID OPENING 08/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,710.00 0.000 0 132 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,400.00 0.000 0 (BROKEN 36-12) 133 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.2500 4,830.00 0.000 0 134 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.7500 2,635.00 0.000 0 135 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 136 RETAINING WALL (MASONRY WALL) SQFT 38.0000 71,820.00 0.000 0 (F) 137 STRUCTURAL CONCRETE, RETAINING WALL CY 1,400.0000 79,800.00 0.000 0 (F) 138 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 5,811.00 0.000 0 (F) PROGRAM CAS145 PAGE 7 DATE 01/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5004 TIME 03:27 PM ESTIMATE NO. 033 BID OPENING 08/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 55,625.00 8,157,079.86 ADJUSTMENT OF COMPENSATION 0.00 499,975.60 EXTRA WORK 23,310.35 1,530,050.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 78,935.35 10,187,105.72 139 MOBILIZATION LS 860,000.0000 860,000.00 1.000 860,000 ORIGINAL CONTRACT AMOUNT 12,791,500.11 TOTAL WORK COMPLETED 78,935.35 11,047,105.72 MATERIALS ON HAND ON SITE -13,870.97 78,539.77 DEDUCTIONS 2,000.00 0.00 TOTAL 67,064.38 11,125,645.49 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 11/03/16 630 01/03/17 01/03/17 06/01/20 294 462 0 0 74% 76% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/23/20