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 09/23/14 EST. NO.26 TIME 10:21 AM R.E. NAME: HINTON, JOHN 02-3E7604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 016 0023 10,989.35 E.W. @ F.A.(+) 040313 N 0120.1 10,989.35 TOTAL THIS ESTIMATE 533,043.43 TOTAL PREVIOUS ESTIMATE 544,032.78 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 09/23/14 EST. NO.26 TIME 10:21 AM R.E. NAME: HINTON, JOHN 02-3E7604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING 2012 CEM4401 -10,000.00 10 DEDUCT INTL PRFLGRPH -10,000.00 20 DEDUCT IRI PRFLGRPH -10,000.00 20 MISSING CERT CMPLINC -10,000.00 20 DEDUCT JPCP -18,000.00 25 DEDUCT SEALPVMTJOINT -14,612.50 25 DEDUCT SEAL ISOJOINT -22,770.00 25 0.00 -95,382.50 EQUAL EMPLOYMENT OPPORTUNITY SUBCONTRACT VIOLATIO -828,000.00 23 RTN PRTIAL SUBCN VIO 350,493.64 24 0.00 -477,506.36 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/12 -10,000.00 04 PER LTR DATED 8/12 -10,000.00 05 PER LTR DATED 9/12 -1,000.00 06 PER LTR DATED 10/12 -10,000.00 07 PER LTR DATED 11/12 -10,000.00 08 RETURN DEDUCT 9/12 1,000.00 08 PER LTR DATED 12/12 -10,000.00 09 RETURN DEDUCT 7/12 10,000.00 09 RETURN DEDUCT 8/12 10,000.00 09 PER LTR DATED 4/13 -6,000.00 12 RETURN DEDUCT 10/12 10,000.00 12 RETURN DEDUCT 12/12 10,000.00 12 PER LTR DATED 5/13 -10,000.00 13 RETURN DEDUCT 4/13 6,000.00 13 PER LTR DATED 7/13 -8,000.00 16 RETURN DEDUCT 5/13 10,000.00 16 PER LTR DATED 8/13 -8,000.00 17 PER LTR DATED 9/13 -2,000.00 18 PER LTR DATED 10/13 -10,000.00 19 PER LTR DATED 11/13 -10,000.00 20 RTN DEDUCT 7/13 8,000.00 20 PER LTR DATED 5/14 -9,000.00 23 PER LTR DATED 8/14 -10,000.00 25 RETURN DEDUCT 11/12 10,000.00 25 RETURN DEDUCT 8/13 8,000.00 25 RETURN DEDUCT 9/13 2,000.00 25 RETURN DEDUCT 10/13 10,000.00 25 RETURN DEDCUT 11/13 10,000.00 25 RETURN DEDUCT 5/14 9,000.00 25 PER LTR DATED 9/14 -6,000.00 26 -6,000.00 -16,000.00 TOTAL DEDUCTIONS -6,000.00 -588,888.86 PROGRAM CAS145 PAGE 1 DATE 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7604 TIME 10:21 AM ESTIMATE NO. 26 BID OPENING 11/16/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/18/14 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 09/23/14 LOCATION PROGRESS ESTIMATE 02-SIS-5-51.2/58.1 ----------------- ROAD AND HIGHWAY BUILDERS OF IN SISKIYOU COUNTY NEAR YREKA FROM CALIFORNIA INC 0.3 MILE SOUTH OF SHASTA RIVER P O BOX 70846 BRIDGE TO 0.1 MILE NORTH OF KLAMATH RENO NV 89570 RIVER ROAD UNDERCROSSING FED. AID NO. ACIM-059(170)E RECONSTRUCT ROAD WITH CONCRETE PAV ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250 002 TIME-RELATED OVERHEAD WDAY 2,000.0000 720,000.00 19.000 38,000.00 379.000 758,000 003 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.933 9,330 004 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.021 52.50 0.885 2,212 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 3.0000 36,000.00 3,795.000 11,385 006 TEMPORARY SILT FENCE LF 4.0000 4,000.00 1,869.000 7,476 007 TEMPORARY GRAVEL BAG BERM LF 13.0000 3,900.00 263.000 3,419 008 TEMPORARY CHECK DAM LF 12.0000 4,800.00 656.000 7,872 009 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 7,875.00 81.000 14,175 010 TEMPORARY HYDRAULIC MULCH SQYD 0.8000 69,680.00 17,667.000 14,133 (POLYMER STABILIZED FIBER MATRIX) 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 0.660 16,500 012 TEMPORARY SOIL BINDER SQYD 0.5000 43,550.00 0.000 0 013 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 17.000 8,500 014 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 6,500.00 0.000 0 016 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.051 1,020.00 0.821 16,420 017 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.936 468,000 018 END OF QUEUE WARNING/SERVICE PATROL LS 40,000.0000 40,000.00 1.000 40,000 019 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.0000 55,500.00 45,327.000 45,327 020 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 5.0000 10,750.00 1,350.000 6,750 021 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1500 23,700.00 289,828.000 43,474 022 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 18,500.00 714.000 17,850 PROGRAM CAS145 PAGE 2 DATE 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7604 TIME 10:21 AM ESTIMATE NO. 26 BID OPENING 11/16/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/18/14 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 09/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE LIGHTING SYSTEM LS 50,000.0000 50,000.00 0.928 46,400 024 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.933 18,660 025 PORTABLE RADAR TRAILER LS 15,000.0000 15,000.00 0.928 13,920 026 TEMPORARY RAILING (TYPE K) LF 15.0000 1,545,000.00 80,740.000 1,211,100 027 TEMPORARY CRASH CUSHION EA 2,500.0000 55,000.00 17.000 42,500 (ALTERNATIVE IN-LINE) 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 6,630.00 0.000 0 STRIPE (HAZARDOUS WASTE) 029 REMOVE MARKER EA 15.0000 450.00 0.000 0 030 REMOVE FLARED END SECTION EA 250.0000 750.00 0.000 0 031 REMOVE TRAFFIC STRIPE LF 0.5000 189,000.00 20,638.000 10,319 032 REMOVE PAVEMENT MARKER EA 1.0000 300.00 350.000 350 033 REMOVE ROADSIDE SIGN EA 100.0000 200.00 0.000 0 034 REMOVE ASPHALT CONCRETE CY 50.0000 91,500.00 240.000 12,000 035 REMOVE ASPHALT CONCRETE DIKE LF 1.5000 195.00 0.000 0 036 REMOVE CULVERT LF 15.0000 8,700.00 569.000 8,535 037 REMOVE INLET EA 800.0000 14,400.00 14.000 11,200 038 REMOVE DELINEATOR EA 15.0000 6,450.00 266.000 3,990 039 SALVAGE METAL BEAM GUARD RAILING LF 12.0000 27,960.00 203.000 2,436.00 581.500 6,978 040 SALVAGE FLASHING ARROW SIGN EA 200.0000 600.00 3.000 600 041 RECONSTRUCT METAL BEAM GUARD RAILING LF 20.0000 638,000.00 4,549.950 90,999.00 22,518.450 450,369 042 RESET PORTABLE CONCRETE BARRIER LF 15.0000 2,550.00 85.000 1,275 (TYPE 60K) 043 RESET ROADSIDE SIGN EA 250.0000 250.00 0.000 0 044 RELOCATE CRASH CUSHION EA 2,000.0000 4,000.00 0.000 0 045 RELOCATE ROADSIDE SIGN EA 250.0000 1,250.00 2.000 500 046 ADJUST INLET EA 1,400.0000 25,200.00 7.000 9,800.00 14.000 19,600 047 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 39,400.00 26,812.000 26,812 048 REMOVE CONCRETE BARRIER LF 15.0000 89,550.00 1,785.000 26,775 049 PLUG SCUPPER EA 50.0000 4,300.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7604 TIME 10:21 AM ESTIMATE NO. 26 BID OPENING 11/16/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/18/14 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 09/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000 051 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.931 46,550 052 ROADWAY EXCAVATION CY 20.0000 3,000,000.00 148,658.600 2,973,172 053 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 054 DITCH EXCAVATION CY 100.0000 2,900.00 73.100 7,310 055 IMPORTED MATERIAL (SHOULDER BACKING) TON 20.0000 105,800.00 2,401.350 48,027.00 4,939.170 98,783 056 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 3.000 1,500 057 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 4,000.0000 80,000.00 13.800 55,200 058 CLASS 2 AGGREGATE BASE CY 60.0000 804,000.00 4.090 245.40 16,320.080 979,204 059 REPLACE ASPHALT CONCRETE SURFACING CY 80.0000 335,200.00 4,913.960 393,116 060 HOT MIX ASPHALT TON 75.0000 4,995,000.00 59,841.160 4,488,087 061 RUMBLE STRIP STA 50.0000 1,750.00 0.000 0 062 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.0000 1,400.00 0.000 0 063 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 10.0000 7,800.00 613.000 6,130 064 PLACE HOT MIX ASPHALT SQYD 120.0000 49,200.00 638.150 76,578 (MISCELLANEOUS AREA) 065 TACK COAT TON 1.0000 34.00 2.500 2 066 CONTINUOUSLY REINFORCED CONCRETE CY 225.0000 21,465,000.00 14,602.900 3,285,652.50 93,115.710 20,951,034 PAVEMENT 067 CONTINUOUSLY REINFORCED CONCRETE CY 175.0000 113,750.00 589.600 103,180 PAVEMENT (GFRP) 068 CONTINUOUSLY REINFORCED CONCRETE LF 30.0000 2,520.00 44.000 1,320.00 88.000 2,640 PAVEMENT (TERMINAL JOINT, TYPE A) 069 CONTINUOUSLY REINFORCED CONCRETE LF 35.0000 9,800.00 35.000 1,225.00 280.000 9,800 PAVEMENT (TERMINAL JOINT, TYPE D) 070 CONTINUOUSLY REINFORCED CONCRETE LF 150.0000 42,000.00 70.000 10,500.00 280.000 42,000 PAVEMENT (PAVEMENT ANCHOR) 071 CONTINUOUSLY REINFORCED CONCRETE LF 125.0000 35,000.00 35.000 4,375.00 280.000 35,000 PAVEMENT (EXPANSION JOINT, TYPE AN) 072 JOINTED PLAIN CONCRETE PAVEMENT CY 180.0000 1,998,000.00 23.700 4,266.00 11,225.430 2,020,577 073 SHOULDER RUMBLE STRIP STA 50.0000 70,500.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 074 SEAL PAVEMENT JOINT LF 1.7500 292,250.00 108,769.570 190,346 075 SEAL ISOLATION JOINT LF 3.0000 227,700.00 44,800.000 134,400 PROGRAM CAS145 PAGE 4 DATE 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7604 TIME 10:21 AM ESTIMATE NO. 26 BID OPENING 11/16/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/18/14 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 09/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 103,500.00 2.500 3,750.00 61.300 91,950 (F) 077 JOINT SEAL (MR 1 1/2") LF 40.0000 11,200.00 35.000 1,400 078 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 114,105.00 0.000 0 (F) 079 INSTALL SIGN STRUCTURE (TRUSS) LB 1.0000 38,035.00 0.000 0 (F) 080 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 10,800.00 0.000 0 081 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 46,000.00 46.000 46,000.00 46.000 46,000 (SIGN FOUNDATION) 082 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 250.00 0.000 0 METHOD) 083 18" REINFORCED CONCRETE PIPE LF 80.0000 149,600.00 1,905.500 152,440 084 8" CORRUGATED STEEL PIPE (.079" THICK) LF 75.0000 1,125.00 34.000 2,550 085 18" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 2,300.00 21.000 2,100 086 24" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 6,400.00 60.800 6,080 087 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 1,600.00 61.000 6,100 (.109" THICK) 088 24" ANCHOR ASSEMBLY EA 200.0000 400.00 4.000 800 089 GRATED LINE DRAIN LF 100.0000 5,600.00 20.000 2,000.00 44.000 4,400 090 24" STEEL FLARED END SECTION EA 500.0000 1,500.00 0.000 0 091 18" CONCRETE FLARED END SECTION EA 500.0000 1,500.00 1.000 500.00 4.000 2,000 092 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 250.0000 22,500.00 70.800 17,700 093 ROCK SLOPE PROTECTION FABRIC SQYD 2.5000 350.00 87.900 219 094 MINOR CONCRETE (CURB) LF 100.0000 1,000.00 0.000 0 095 MINOR CONCRETE (MISCELLANEOUS CY 1,500.0000 138,000.00 159.750 239,625 CONSTRUCTION) 096 MINOR CONCRETE (TEXTURED PAVING) SQYD 80.0000 48,800.00 0.000 0 097 CURB RAMP DETECTABLE WARNING SURFACE SQFT 30.0000 5,100.00 0.000 0 098 MISCELLANEOUS IRON AND STEEL LB 1.5000 36,675.00 11,736.000 17,604 (F) 099 CONCRETE BARRIER MARKER EA 50.0000 7,000.00 0.000 0 100 DELINEATOR (CLASS 2) EA 25.0000 13,500.00 349.000 8,725 101 MILEPOST MARKER EA 50.0000 1,500.00 18.000 900 102 MARKER (CULVERT) EA 35.0000 140.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7604 TIME 10:21 AM ESTIMATE NO. 26 BID OPENING 11/16/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/18/14 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 09/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 CULVERT MARKER (BARRIER MOUNTED) EA 50.0000 2,400.00 0.000 0 104 MARKER (CONCRETE PAVEMENT ANCHOR) EA 50.0000 400.00 0.000 0 105 METAL BEAM GUARD RAILING (STEEL POST) LF 24.0000 98,880.00 650.000 15,600.00 3,657.000 87,768 106 TRANSITION RAILING (TYPE WB) EA 3,500.0000 17,500.00 3.000 10,500.00 5.000 17,500 107 END ANCHOR ASSEMBLY (TYPE SFT) EA 450.0000 13,500.00 4.000 1,800.00 24.000 10,800 108 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,200.0000 38,400.00 2.000 6,400.00 5.000 16,000 109 CONCRETE BARRIER (TYPE 60) LF 40.0000 46,400.00 0.000 0 110 CONCRETE BARRIER (TYPE 60C) LF 50.0000 239,500.00 0.000 0 111 4" CONTRAST TREATMENT LF 0.2500 18,675.00 0.000 0 112 4" CONTRAST TREATMENT (BROKEN 36-12) LF 0.2000 14,820.00 0.000 0 113 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.0000 170,000.00 0.000 0 114 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 2.0000 3,580.00 0.000 0 115 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.5000 40,000.00 0.000 0 (BROKEN 36-12) 116 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.6500 1,469.00 0.000 0 (BROKEN 17-7) 117 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 105,750.00 28,544.000 7,136.00 282,327.000 70,581 118 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 5.0000 5,850.00 861.400 4,307 119 PAVEMENT MARKER EA 8.0000 28,800.00 0.000 0 (RETROREFLECTIVE-RECESSED) 120 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.500 1,250 SYSTEM ELEMENTS DURING CONSTRUCTION 121 MODIFY TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 0.140 2,100 122 CLOSED CIRCUIT TELEVISION SYSTEM LS 125,000.0000 125,000.00 0.940 117,500 123 ROADSIDE WEATHER INFORMATION SYSTEM LS 250,000.0000 250,000.00 0.803 200,750 PROGRAM CAS145 PAGE 6 DATE 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7604 TIME 10:21 AM ESTIMATE NO. 26 BID OPENING 11/16/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/18/14 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 09/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,591,604.40 37,165,721.20 ADJUSTMENT OF COMPENSATION 0.00 -9,431.44 EXTRA WORK 10,989.35 553,464.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,602,593.75 37,709,753.98 124 MOBILIZATION LS 4,381,201.0000 4,381,201.00 1.000 4,381,201 ORIGINAL CONTRACT AMOUNT 44,599,599.00 TOTAL WORK COMPLETED 3,602,593.75 42,090,954.98 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -6,000.00 -588,888.86 TOTAL 3,596,593.75 41,502,066.12 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 01/18/12 360 05/21/12 03/13/12 10/06/14 377 252 27 0 89% 97% PROGRESS IS SATISFACTORY HINTON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/14