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 01/25/18 EST. NO. 010 TIME 08:24 AM R.E. NAME: JOUBEEN, JAY 12-0M5004 --------------------------------------------------------------------------- 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 0052 405.72 E.W. @ F.A.(+) 111417 N 8010 0 0053 341.44 111517 N 8011 0 002 0020-1 -3,785.89 E.W. @ F.A.(+) 091317 N 9024 0 DAO CORRECTING ENTRY 011 0025 1,522.83 E.W. @ F.A.(+) 091517 N 96 0 0027 1,133.50 091417 N 98 0 012 0003 3,785.89 E.W. @ F.A.(+) 091317 N 9024 0 014 0003 4,219.26 E.W. @ F.A.(+) 110617 N 90 0 0004 2,104.27 110617 N 91 0 0005 1,075.20 112017 N 8012 0 0006 1,075.20 112117 N 8013 0 0011 7,392.29 122617 N 92 0 0012 4,393.14 122717 N 93 0 0013 20,694.01 122717 N 94 0 0014 2,806.49 122917 N 95 0 47,163.35 TOTAL THIS ESTIMATE 342,037.42 TOTAL PREVIOUS ESTIMATE 389,200.77 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 01/25/18 EST. NO. 010 TIME 08:24 AM R.E. NAME: JOUBEEN, JAY 12-0M5004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M5004 TIME 08:24 AM ESTIMATE NO. 010 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/18 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 01/25/18 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-55-1.2/R17.9 ----------------------- CHUMO CONSTRUCTION INC IN ORANGE COUNTY IN VARIOUS CITIES 14425 JOANBRIDGE STREET AT VARIOUS LOCATIONS FROM 0.9 MILE BALDWIN PARK CA 91706 NORTH OF ROUTE 1 TO ROUTE 55/91 SEPARATION. FED. AID NO. ACHS-NHP0-5(505)8E UPGRADE SAFETY DEVICES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,500.0000 3,500.00 0.500 1,750 003 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.700 42,000 004 TRAFFIC CONTROL SYSTEM LS 984,000.0000 984,000.00 0.065 63,960.00 0.515 506,760 005 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 26,500.00 236.000 5,900 006 FLASHING BEACON (PORTABLE) EA 393.0000 43,230.00 20.000 7,860 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,800.0000 40,800.00 0.065 2,652.00 0.515 21,012 008 TEMPORARY RAILING (TYPE K) LF 13.0000 757,900.00 23,100.000 300,300 009 ALTERNATIVE TEMPORARY CRASH CUSHION LS 205,455.0000 205,455.00 0.460 94,509 010 TEMPORARY TRAFFIC SCREEN LF 1.0000 58,300.00 8,160.000 8,160 011 JOB SITE MANAGEMENT LS 19,008.0000 19,008.00 0.060 1,140.48 0.480 9,123 012 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.025 62.50 0.700 1,750 PLAN 013 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 014 TEMPORARY HYDRAULIC MULCH SQYD 0.7300 13,651.00 0.000 0 (BONDED FIBER MATRIX) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 19,500.00 47.000 7,050 016 TEMPORARY FIBER ROLL LF 3.5000 50,750.00 225.000 787 017 STREET SWEEPING LS 22,400.0000 22,400.00 0.360 8,064 018 TEMPORARY CONCRETE WASHOUT LS 11,000.0000 11,000.00 0.300 3,300 019 TREATED WOOD WASTE LB 0.1600 68,480.00 3,929.000 628.64 60,240.000 9,638 020 REMOVE FENCE LF 18.0000 810.00 0.000 0 021 REMOVE GUARDRAIL LF 7.5600 229,068.00 2,952.000 22,317.12 7,348.000 55,550 022 REMOVE IRRIGATION FACILITY LS 25,800.0000 25,800.00 0.320 8,256 PROGRAM CAS145 PAGE 2 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M5004 TIME 08:24 AM ESTIMATE NO. 010 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/18 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 01/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ROADSIDE SIGN EA 105.0000 11,550.00 0.000 0 024 REMOVE ROADSIDE SIGN PANEL EA 90.0000 1,170.00 0.000 0 025 REMOVE ASPHALT CONCRETE DIKE LF 4.5400 32,143.20 3,326.000 15,100 026 REMOVE PIPE (LF) LF 50.0000 13,000.00 0.000 0 027 REMOVE INLET EA 750.0000 3,000.00 0.000 0 028 REMOVE HEADWALL EA 650.0000 1,950.00 0.000 0 029 REMOVE RETAINING WALL (PORTION) (LF) LF 579.0000 2,895.00 0.000 0 030 REMOVE RETAINING WALL (PORTION) (LS) LS 2,286.0000 2,286.00 1.000 2,286 031 RECONSTRUCT CHAIN LINK FENCE LF 48.0000 3,120.00 20.000 960 032 REMOVE CONCRETE (LF) LF 18.6300 55,517.40 0.000 0 033 REMOVE CONCRETE CURB (LF) LF 10.0000 7,100.00 255.000 2,550 034 REMOVE CONCRETE (CHANNEL) CY 225.0000 2,250.00 0.000 0 035 REMOVE CONCRETE BARRIER LF 32.0000 19,040.00 0.000 0 036 REMOVE CRASH CUSHION (SAND FILLED) EA 74.0000 4,144.00 14.000 1,036 037 RECONSTRUCT METAL RAILING (BRIDGE) LF 50.0000 4,000.00 30.000 1,500 038 ROADWAY EXCAVATION CY 49.5800 634,624.00 469.200 23,262.94 4,367.300 216,530 039 ROADWAY EXCAVATION (TYPE Y-1) CY 161.8200 17,800.20 35.100 5,679 (AERIALLY DEPOSITED LEAD) 040 STRUCTURE EXCAVATION CY 364.0000 1,820.00 0.000 0 (F) 041 STRUCTURE EXCAVATION (RETAINING WALL) CY 47.0000 7,849.00 0.000 0 (F) 042 STRUCTURE BACKFILL CY 447.0000 1,341.00 0.000 0 (F) 043 STRUCTURE BACKFILL (RETAINING WALL) CY 74.0000 2,516.00 0.000 0 (F) 044 IMPORTED BORROW (CY) CY 2.0000 17,620.00 469.200 938.40 564.200 1,128 045 ROADSIDE CLEARING LS 62,400.0000 62,400.00 0.050 3,120 046 SOIL AMENDMENT CY 200.0000 400.00 0.000 0 047 PLANT (GROUP F) EA 0.4100 37,843.00 0.000 0 048 PLANT (GROUP A) EA 10.6000 890.40 0.000 0 049 MAINTAIN EXISTING PLANTED AREAS LS 40,200.0000 40,200.00 0.240 9,648 PROGRAM CAS145 PAGE 3 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M5004 TIME 08:24 AM ESTIMATE NO. 010 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/18 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 01/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 WOOD MULCH CY 36.5000 76,650.00 0.000 0 051 CHECK AND TEST EXISTING IRRIGATION LS 21,300.0000 21,300.00 0.520 11,076 FACILITIES 052 OPERATE EXISTING IRRIGATION FACILITIES LS 15,100.0000 15,100.00 0.300 4,530 053 CONTROL AND NEUTRAL CONDUCTORS LS 12,700.0000 12,700.00 0.000 0 054 1" REMOTE CONTROL VALVE EA 340.0000 340.00 0.000 0 055 1 1/2" REMOTE CONTROL VALVE EA 510.0000 4,590.00 0.000 0 056 2" REMOTE CONTROL VALVE EA 520.0000 3,120.00 0.000 0 057 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 40.3000 12,090.00 0.000 0 058 RISER SPRINKLER ASSEMBLY EA 34.7000 3,470.00 0.000 0 059 DRIP VALVE ASSEMBLY EA 830.0000 1,660.00 0.000 0 060 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.4500 24,564.00 0.000 0 (F) LINE) 061 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.7000 26,825.00 0.000 0 (F) (SUPPLY LINE) 062 4" PLASTIC PIPE (SCHEDULE 40) LF 7.2500 2,900.00 0.000 0 (F) (SUPPLY LINE) 063 2" PLASTIC PIPE (CLASS 315) LF 5.6500 20,848.50 0.000 0 (F) (SUPPLY LINE) 064 3" PLASTIC PIPE (CLASS 315) LF 6.7500 5,062.50 0.000 0 (F) (SUPPLY LINE) 065 BALL VALVE EA 290.0000 1,450.00 0.000 0 066 HOT MIX ASPHALT (TYPE A) TON 98.2500 445,072.50 3,329.850 327,157 067 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.7500 12,635.00 0.000 0 068 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.7500 2,802.50 0.000 0 069 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.7500 1,282.50 0.000 0 070 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.7500 19,570.00 0.000 0 071 STRUCTURAL CONCRETE, RETAINING WALL CY 338.6000 101,918.60 4.000 1,354.40 4.000 1,354 (F) 072 STRUCTURAL CONCRETE, BARRIER SLAB CY 785.6000 70,704.00 0.000 0 (F) 073 STRUCTURAL CONCRETE, HEADWALL CY 2,616.8000 3,925.20 0.000 0 (F) 074 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,227.2504 30,067.88 0.000 0 (F) 075 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8900 24,495.47 514.000 457.46 514.000 457 (F) 076 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 33.2100 13,948.20 0.000 0 PROGRAM CAS145 PAGE 4 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M5004 TIME 08:24 AM ESTIMATE NO. 010 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/18 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 01/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.4000 6,468.00 0.000 0 (0.063"-UNFRAMED) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.0000 3,360.00 0.000 0 (0.063"-FRAMED) 079 ROADSIDE SIGN - ONE POST EA 255.0000 14,535.00 0.000 0 080 ROADSIDE SIGN - TWO POST EA 930.0000 17,670.00 0.000 0 081 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,650.00 0.000 0 METHOD) 082 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 10.7000 18,190.00 0.000 0 083 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 1,400.00 0.000 0 EXISTING POST 084 INSTALL SIGN (QUICK POST CHANGE METHOD) EA 1,525.0000 4,575.00 0.000 0 085 FURNISH FORMED PANEL SIGN (OVERHEAD) FOR SQFT 15.3700 9,990.50 0.000 0 RETROREFLECTIVE SHEETING TYPE XI 086 FURNISH LAMINATED PANEL SIGN(1"-TYPE A) SQFT 28.3000 17,546.00 0.000 0 FOR RETROREFLECTIVE SHEETING TYPE XI 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0500 1,206.00 0.000 0 (0.063" - UNFRAMED)FOR RETROREFLECTIVE SHEETING TYPE XI 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.9000 5,341.00 0.000 0 (0.080" -UNFRAMED) FOR RETROREFLECTIVE SHEETING TYPE XI 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.8000 1,692.00 0.000 0 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING TYPE XI 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.4000 4,462.00 0.000 0 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING TYPE XI 091 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.5000 11,990.00 0.000 0 092 18" REINFORCED CONCRETE PIPE LF 125.1400 4,880.46 0.000 0 093 24" REINFORCED CONCRETE PIPE LF 127.3500 20,376.00 0.000 0 094 30" REINFORCED CONCRETE PIPE LF 141.0600 15,516.60 0.000 0 095 12" BITUMINOUS COATED CORRUGATED STEEL LF 185.5100 7,420.40 0.000 0 PIPE (.079" THICK) 096 24" BITUMINOUS COATED CORRUGATED STEEL LF 129.6200 2,592.40 0.000 0 PIPE (.079" THICK) 097 24" BITUMINOUS COATED STEEL FLARED END EA 215.8200 215.82 0.000 0 SECTION 098 MINOR CONCRETE (GUTTER) (CY) CY 658.4000 16,460.00 0.000 0 099 MISCELLANEOUS IRON AND STEEL LB 1.3100 3,851.40 0.000 0 100 DELINEATOR (CLASS 1) EA 40.0000 14,400.00 48.000 1,920 101 OBJECT MARKER (TYPE K-2) EA 40.0000 4,800.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M5004 TIME 08:24 AM ESTIMATE NO. 010 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/18 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 01/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.7000 232,254.00 2,050.000 60,885 103 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 31.5000 212,310.00 1,302.500 41,028 104 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 768,000.00 444.000 26,640.00 1,573.220 94,393 105 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 61.0000 3,050.00 25.000 1,525 (WOOD POST) 106 CABLE RAILING LF 20.0000 3,420.00 0.000 0 (F) 107 TRANSITION RAILING (TYPE WB-31) EA 3,455.0000 228,030.00 17.000 58,735 108 END CAP (TYPE A) EA 265.0000 1,325.00 1.000 265 109 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 23,800.00 6.000 4,200 110 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,350.0000 80,400.00 8.000 26,800 111 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,385.0000 128,790.00 12.000 28,620 112 CRASH CUSHION, SAND FILLED EA 200.0000 2,800.00 0.000 0 113 ALTERNATIVE CRASH CUSHION EA 36,200.0000 362,000.00 0.000 0 114 CONCRETE BARRIER (GORE BLOCK) LF 214.0000 13,268.00 0.000 0 115 CONCRETE BARRIER (TYPE 60F) LF 236.0000 201,072.00 0.000 0 116 CONCRETE BARRIER (TYPE 60) LF 82.0000 836,400.00 581.000 47,642 117 CONCRETE BARRIER (TYPE 60C) LF 167.0000 33,233.00 0.000 0 118 CONCRETE BARRIER (TYPE 60D) LF 50.5000 459,045.00 14.000 707.00 8,394.000 423,897 119 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 106.0000 15,582.00 147.000 15,582.00 147.000 15,582 120 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 121 CONCRETE BARRIER (TYPE 60SD MODIFIED) LF 1,069.3200 89,822.88 0.000 0 122 CONCRETE BARRIER (TYPE 736) LF 94.2500 16,588.00 0.000 0 (F) 123 CONCRETE BARRIER TRANSITION LF 526.2700 864,661.61 277.580 146,082 124 THERMOPLASTIC PAVEMENT MARKING SQFT 2.9000 4,553.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 125 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 126 MODIFYING EXISTING ELECTRICAL SYSTEM LS 255,375.0000 255,375.00 0.800 204,300 127 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 128 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 585,000.00 12.000 21,600.00 134.000 241,200 PROGRAM CAS145 PAGE 6 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M5004 TIME 08:24 AM ESTIMATE NO. 010 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/18 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 01/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 DRILL AND BOND DOWEL LF 25.0000 1,150.00 10.000 250.00 10.000 250 130 CONCRETE BARRIER (TYPE 60F MODIFIED) LF 433.0000 21,217.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M5004 TIME 08:24 AM ESTIMATE NO. 010 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/18 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 01/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 181,552.94 3,094,711.57 ADJUSTMENT OF COMPENSATION 0.00 19,957.74 EXTRA WORK 47,163.35 369,243.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 228,716.29 3,483,912.34 131 MOBILIZATION LS 1,100,000.0000 1,100,000.00 0.950 1,045,000 ORIGINAL CONTRACT AMOUNT 11,354,448.12 TOTAL WORK COMPLETED 228,716.29 4,528,912.34 MATERIALS ON HAND ON SITE 184,048.56 DEDUCTIONS 0.00 0.00 TOTAL 228,716.29 4,712,960.90 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 01/30/17 325 03/27/17 03/27/17 10/19/18 136 68 0 0 38% 42% PROGRESS IS SATISFACTORY JOUBEEN, JAY RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/18