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 02/16/10 EST. NO.10 TIME 10:53 AM R.E. NAME: ZINK, PHIL 03-3E0404 --------------------------------------------------------------------------- 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 0028 7,206.30 E.W. @ U.P (+) 091309 N GJ25 0 0034 5,726.71 090609 N GJ30 0 0040 3,686.26 080909 N GJ34 0 0043 2,552.69 100409 N GJ37 0 0044 1,280.81 E.W. @ F.A.(+) 100409 N GJ38 0 0045 3,109.03 E.W. @ U.P (+) 092709 N 45 0 0046 3,940.26 081609 N 46 0 0047 3,581.93 080209 N 47 0 0048 3,954.71 072609 N 48 0 0049 3,494.35 071909 N 49 0 0050 3,176.20 E.W. @ F.A.(+) 100609 N GJ39 0 0051 331.81 100709 N GJ40 0 002 0007 6.80 E.W. @ U.P (+) 093009 N GJ6 0 010 0001 4,668.94 E.W. @ F.A.(+) 072709 N 0003.0 0002 5,236.72 072909 N 0004.0 0003 5,944.70 073009 N 0005.0 0004 5,242.31 073109 N 0006.0 0005 4,701.24 080309 N 0007.0 0006 5,312.14 080409 N 0008.0 0007 5,591.23 080509 N 0009.0 0008 12,251.22 080709 N 0010.0 0009 5,728.30 073009 N GJ1 0 0012 6,105.62 073109 N GJ4 0 0015 9,164.22 082109 N 0012.0 0019 986.62 080709 N GJ8 0 0021 5,084.09 072809 N 0027.0 0022 57.46 073009 N 0029.0 0023 362.81 073109 N 0030.0 0024 9,563.02 080709 N 0031.0 0026 2,649.28 082009 N 0033.0 0027 1,986.82 083109 N 0034.0 0028 390.29 090209 N 0035.0 0032 431.34 081009 N 0043.0 0038 2,522.73 082309 N 0049.0 0039 424.81 082309 N 0050.0 0042 3,407.84 092509 N 0053.0 0043 2,067.61 092509 N 0054.0 0044 277.29 092509 N 0055.0 0045 20.54 092809 N 0056.0 0046 1,150.26 092909 N 0057.0 0047 4,411.77 093009 N 0058.0 0051 4,466.55 080709 N GJ12 0 0052 1,150.26 102709 N 0068.0 0053 575.14 102609 N 0067.0 015 0001 10,357.27 A.C. @ L.S.(+) 011110 N 01 0 016 0055 1,534.70 E.W. @ F.A.(+) 051209 N GJ55 0 0057 1,180.94 051309 N GJ57 0 0105 2,567.99 091509 N GJ98 0 0110 2,702.77 092709 N GJ1030 0111 2,791.36 092809 N GJ1040 0112 2,346.59 100109 N GJ1050 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/16/10 EST. NO.10 TIME 10:53 AM R.E. NAME: ZINK, PHIL 03-3E0404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0113 2,612.24 100509 N GJ1060 0114 2,783.74 100609 N GJ1070 0117 1,714.59 090809 N GJ1100 0118 1,702.89 090909 N GJ1110 0119 1,898.96 091009 N GJ1120 017 0004 24,537.82 A.C. @ L.S.(+) 011110 N 04 0 018 0002 -1,805.03 A.C. @ U.P.(-) 012110 N 02 0 020 0013 2,343.37 E.W. @ F.A.(+) 041209 N PAR1 0 0014 3,866.16 042009 N PAR2 0 0015 2,845.38 050709 N PAR3 0 0016 4,958.46 051909 N PAR4 0 0017 2,912.27 060909 N PAR5 0 0020 865.45 100209 N PAR8 0 027 0002 640,068.00 E.W. @ L.S.(+) 011110 N 01 0 0003 66,176.46 A.C. @ L.S.(+) 011110 N 02 0 030 0002 4,964.23 E.W. @ F.A.(+) 041709 N GJ2 0 0004 12,834.27 083009 N GJ4 0 0005 2,570.24 090209 N GJ5 0 0006 3,546.39 090309 N GJ6 0 0007 6,259.73 090309 N GJ7 0 0008 3,810.40 070909 N GJ8 0 033 0001 7,420.11 E.W. @ L.S.(+) 011110 N 01 0 043 0011 324.95 E.W. @ F.A.(+) 062909 N GJ3 0 0015 942.04 081909 N GJ7 0 0017 606.02 082609 N GJ9 0 047 0001 954.68 E.W. @ F.A.(+) 072609 N 0001 0 0002 734.40 072709 N 0002 0 0003 69.36 072909 N 0003 0 0004 416.23 072909 N 0004 0 0005 1,008.27 072209 N 0014.0 0006 1,751.84 072309 N 0015.0 0007 756.21 072609 N 0016.0 0008 1,008.27 072709 N 0017.0 0009 612.63 072909 N 0018.0 0010 1,957.01 072809 N 0019.0 0011 129.35 072909 N 0020.0 0012 2,294.25 072709 N 0021.0 0014 1,548.11 080209 N 0023.0 0015 672.20 080209 N 0024.0 0016 1,344.38 080309 N 0025.0 0017 1,344.38 080409 N 0026.0 0018 790.42 072609 N 0005.0 0019 221.47 072909 N 0006.0 0020 416.23 080409 N 0007.0 050 0001 -6,700.00 A.C. @ U.P.(-) 012010 N 01 0 051 0004 1,608.98 E.W. @ F.A.(+) 082309 N GJ4 0 0007 2,170.09 083109 N GJ7 0 0010 2,065.65 091609 N GJ10 0 0011 1,961.21 091709 N GJ11 0 054 0002 14,555.13 E.W. @ F.A.(+) 091409 N APEX20 0003 10,295.07 091509 N APEX30 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 02/16/10 EST. NO.10 TIME 10:53 AM R.E. NAME: ZINK, PHIL 03-3E0404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0004 5,251.00 091609 N APEX40 0005 2,196.03 100509 N APEX50 055 0005 1,065.06 E.W. @ F.A.(+) 101209 N GJ5 0 056 0002 8,347.54 E.W. @ F.A.(+) 092409 N GJ2 0 1,039,067.24 TOTAL THIS ESTIMATE 421,633.36 TOTAL PREVIOUS ESTIMATE 1,460,700.60 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 02/16/10 EST. NO.10 TIME 10:53 AM R.E. NAME: ZINK, PHIL 03-3E0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LETTER DATED 1/09 -8,866.00 02 0.00 -8,866.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 09 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 4/09 -1,000.00 02 PER LTR DATED 07/09 -10,000.00 05 PER LTR DATED 8/09 -4,000.00 06 RETURN 4/09 DEDUCT 1,000.00 06 PER LTR DATED 9/09 -5,000.00 07 RETURN 7/09 DEDUCT 10,000.00 07 PER LTR DATED 10/09 -10,000.00 08 RETURN 9/09 DEDUCT 5,000.00 08 CERTIFIED PAYROLLS -3,000.00 09 0.00 -17,000.00 TOTAL DEDUCTIONS 0.00 -35,866.00 PROGRAM CAS145 PAGE 1 DATE 02/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 10:53 AM ESTIMATE NO. 10 BID OPENING 09/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/13/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 02/16/10 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 03-PLA-80-33.3/44.8 ---------------------------------------- GRANITE CONSTRUCTION COMPANY IN PLACER COUNTY IN AND NEAR COLFAX P O BOX 50085 FROM ROUTE 174/80 SEPARATION TO WATSONVILLE CA 95077 ALTA ROAD UNDERCROSSING FED. AID NO. ACBI-GV08(2)N ,M-GV08(2)N PLACE HOT MIX ASPHALT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.750 1,500.00 02 TIME-RELATED OVERHEAD LS 375,000.0000 375,000.00 1.000 375,000.00 03 TEMPORARY FENCE (TYPE ESA) LF 5.0000 2,400.00 1,531.500 7,657.50 04 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000.00 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 S) PREVENTION PLAN 06 TEMPORARY CONSTRUCTION ENTRANCE EA 800.0000 6,400.00 2.000 1,600.00 07 TEMPORARY COVER SQYD 5.0000 7,000.00 840.000 4,200.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 1,500.0000 15,000.00 17.000 25,500.00 09 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 3,000.00 0.000 0.00 S) (BONDED FIBER MATRIX) 10 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 1.000 15,000.00 12 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 1.000 30,000.00 S) 13 TRAFFIC CONTROL SYSTEM LS 805,407.0000 805,407.00 1.000 805,407.00 S) 14 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1800 71,280.00 387,518.000 69,753.24 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 4,000.00 85.000 8,500.00 S) 16 TEMPORARY PAVEMENT MARKER EA 5.0000 1,700.00 0.000 0.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 1.000 75,000.00 S) 18 END OF QUEUE WARNING/SERVICE PATROL LS 85,000.0000 85,000.00 1.000 85,000.00 S) 19 TEMPORARY RAILING (TYPE K) LF 17.0000 1,065,900.00 63,980.000 1,087,660.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 250.0000 40,000.00 168.000 42,000.00 S) 21 REMOVE METAL BEAM GUARD RAILING LF 6.5000 237,250.00 37,986.250 246,910.63 S) 22 REMOVE DOUBLE METAL BEAM BARRIER LF 7.0000 36,120.00 5,160.000 36,120.00 S) PROGRAM CAS145 PAGE 2 DATE 02/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 10:53 AM ESTIMATE NO. 10 BID OPENING 09/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/13/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 02/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAINTED TRAFFIC STRIPE LF 0.7700 143,990.00 10,617.800 8,175.71 S) 24 REMOVE ASPHALT CONCRETE DIKE LF 3.5000 59,500.00 5,010.000 17,535.00 25 REMOVE CONCRETE PAVEMENT CY 90.0000 139,500.00 1,555.030 139,952.70 26 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.0000 22,480.00 11,240.000 22,480.00 27 REMOVE CONCRETE DECK SURFACE SQFT 2.2500 73,845.00 29,538.000 66,460.50 28 ADJUST INLET EA 1,300.0000 195,000.00 67.000 87,100.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 17.0000 50,830.00 3,029.890 51,508.13 S) 30 REMOVE CONCRETE CURB LF 6.0000 4,320.00 612.000 3,672.00 31 REMOVE CONCRETE BARRIER LF 7.5000 408,750.00 54,422.100 408,165.75 32 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.4000 13,128.00 32,820.000 13,128.00 F) 33 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 1.000 10,000.00 34 BRIDGE REMOVAL (PORTION), LOCATION B LS 12,000.0000 12,000.00 1.000 12,000.00 35 BRIDGE REMOVAL (PORTION), LOCATION C LS 10,000.0000 10,000.00 1.000 10,000.00 36 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 37 ROADWAY EXCAVATION CY 23.0000 2,553,000.00 106,413.710 2,447,515.33 38 ROADWAY EXCAVATION (TYPE Z-2) CY 180.0000 30,600.00 170.000 30,600.00 (AERIALLY DEPOSITED LEAD) 39 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 S) 40 IMPORTED MATERIAL (SHOULDER BACKING) CY 49.0000 553,700.00 11,355.200 556,404.80 41 EROSION CONTROL (HYDRAULIC MATRIX) SQYD 1.2000 8,268.00 0.000 0.00 S) 42 CLASS 2 AGGREGATE BASE CY 40.0000 3,576,000.00 83,400.370 3,336,014.80 43 AGGREGATE BASE (APPROACH SLAB) CY 310.0000 22,010.00 71.000 22,010.00 44 HOT MIX ASPHALT TON 90.0000 19,440,000.00 228,571.230 20,571,410.70 45 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 800.0000 176,000.00 291.490 233,192.00 PAVEMENT INTERLAYER) 46 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0500 347,550.00 331,000.000 347,550.00 47 SHOULDER RUMBLE STRIP STA 43.0000 84,710.00 1,908.280 82,056.04 (HMA,GROUND-IN INDENTATIONS) 48 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.7000 1,715.00 3,108.000 2,175.60 49 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.7000 29,330.00 46,222.000 32,355.40 PROGRAM CAS145 PAGE 3 DATE 02/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 10:53 AM ESTIMATE NO. 10 BID OPENING 09/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/13/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 02/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.7000 17,850.00 26,126.000 18,288.20 51 PLACE HOT MIX ASPHALT SQYD 95.0000 91,200.00 1,852.500 175,987.50 (MISCELLANEOUS AREA) 52 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.6500 53,885.00 80,067.000 52,043.55 53 STRUCTURAL CONCRETE, BRIDGE CY 1,800.0000 3,600.00 2.000 3,600.00 F) 54 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,250.0000 875,000.00 700.000 875,000.00 F) (TYPE R) 55 PAVING NOTCH EXTENSION CY 7,500.0000 70,500.00 9.400 70,500.00 F) 56 DRILL AND BOND DOWEL LF 85.0000 4,165.00 49.000 4,165.00 57 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 205,125.00 2,051.000 153,825.00 58 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 98,460.00 32,820.000 98,460.00 F) 59 JOINT SEAL (MR 1") LF 60.0000 41,940.00 280.000 16,800.00 979.000 58,740.00 60 BAR REINFORCING STEEL (EPOXY COATED) LB 10.0000 2,600.00 260.000 2,600.00 F) 61 18" SLOTTED CORRUGATED STEEL PIPE LF 135.0000 2,119,500.00 16,559.000 2,235,465.00 (.168" THICK) 62 SNOW PLOW DEFLECTOR EA 135.0000 19,170.00 56.000 7,560.00 198.000 26,730.00 F) 63 DELINEATOR (CLASS 2) EA 32.0000 25,600.00 1,573.000 50,336.00 64 HIGHWAY POST MARKER EA 35.0000 770.00 22.000 770.00 65 CONCRETE BARRIER MARKER EA 10.0000 2,100.00 1,275.000 12,750.00 (NON-IMPACTABLE) 66 OBJECT MARKER (TYPE L-1) EA 35.0000 3,850.00 115.000 4,025.00 67 METAL BEAM GUARD RAILING LF 32.4000 1,143,720.00 36,106.250 1,169,842.50 S) 68 TRANSITION RAILING (TYPE WB) EA 4,500.0000 40,500.00 9.000 40,500.00 S) 69 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 6,600.00 0.000 0.00 S) 70 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 90,200.00 48.000 105,600.00 S) 71 CONCRETE BARRIER (TYPE 60) LF 45.0000 1,593,000.00 35,462.500 1,595,812.50 72 CONCRETE BARRIER (TYPE 60C) LF 58.0000 1,409,400.00 24,125.600 1,399,284.80 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 CONCRETE BARRIER (TYPE 736R) LF 300.0000 141,900.00 473.000 141,900.00 F) 75 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.7700 190,960.00 256,306.000 197,355.62 S) 76 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.7500 215,250.00 399.000 698.25 122,883.000 215,045.25 S) (BROKEN 36-12, RECESSED) PROGRAM CAS145 PAGE 4 DATE 02/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 10:53 AM ESTIMATE NO. 10 BID OPENING 09/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/13/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 02/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 5.7500 8,222.50 264.000 1,518.00 1,595.000 9,171.25 S) (BROKEN 17-7, RECESSED) 78 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 6.3500 48,323.50 8,437.000 53,574.95 S) (RECESSED) 79 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 19.0000 11,780.00 587.000 11,153.00 S) (BROKEN 12-3, RECESSED) 80 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 25.0000 3,500.00 139.000 3,475.00 S) 81 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 82 TRAFFIC MONITORING STATION LS 22,175.0000 22,175.00 1.000 22,175.00 S) PROGRAM CAS145 PAGE 5 DATE 02/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 10:53 AM ESTIMATE NO. 10 BID OPENING 09/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/13/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 02/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 26,576.25 40,461,945.95 ADJUSTMENT OF COMPENSATION 92,566.52 -323,638.33 EXTRA WORK 946,500.72 1,784,338.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,065,643.49 41,922,646.55 83 MOBILIZATION LS 4400,000.0000 4,400,000.00 1.000 4,400,000.00 ORIGINAL CONTRACT AMOUNT 44,030,029.00 TOTAL WORK COMPLETED 1,065,643.49 46,322,646.55 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -35,866.00 TOTAL 1,065,643.49 46,286,780.55 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 11/07/08 119 04/01/09 01/02/09 11/13/09 132 86 31 0 100% 100% ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 02/16/10