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 07/22/09 EST. NO.16 TIME 05:47 PM R.E. NAME: ZINK, PHIL 03-0C7704 --------------------------------------------------------------------------- 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 0005 184.84 E.W. @ F.A.(+) 062309 N 20 0 0006 1,201.46 050109 N 021 0 003 0013 275.00 E.W. @ F.A.(+) 063009 N 023 0 004 0004 1,800.00 E.W. @ F.A.(+) 052909 N 022 0 005 0006 -7,194.55 A.C. @ U.P.(-) 072009 N 06 0 009 0002 -1,327.57 A.C. @ U.P.(-) 071409 N 02 0 011 0005 6,825.00 A.C. @ L.S.(+) 072009 N 05 0 021 0004 15,750.00 E.W. @ U.P (+) 071509 N 04 0 17,514.18 TOTAL THIS ESTIMATE 411,231.48 TOTAL PREVIOUS ESTIMATE 428,745.66 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 07/22/09 EST. NO.16 TIME 05:47 PM R.E. NAME: ZINK, PHIL 03-0C7704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 07 RECEIVED FHWA 1391 10,000.00 10 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/08 -7,000.00 05 PER LTR DATED 8/08 -8,000.00 07 RETURN 8/08 DEDUCT 7,000.00 07 LTR DATED 9/08 -6,000.00 08 PER LTR DATED 10/08 -10,000.00 09 RETURN 8/08 DEDUCT 8,000.00 09 RETURN 9/08 DEDUCT 6,000.00 09 PER LTR DATED 11/08 -10,000.00 11 RETURN 10/8 DEDUCT 10,000.00 11 PER LTR DATED 12/08 -5,000.00 12 RELEASE 11/08&12/08 15,000.00 15 PER LTR DATED 07/09 -10,000.00 16 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C7704 TIME 05:47 PM ESTIMATE NO. 16 BID OPENING 09/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 07/22/09 LOCATION PROGRESS ESTIMATE 03-PLA-80-R66.3/68.5 ----------------- GRANITE CONSTRUCTION COMPANY IN PLACER COUNTY NEAR KINGVALE FROM P O BOX 50085 HAMPSHIRE ROCKS UNDERCROSSING TO WATSONVILLE CA 95077 TROY UNDERCROSSING AND AT KINGVALE UNDERCROSSING FED. AID NO. ACIM-080 -4(182)E OVERLAY CONCRETE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 0.750 5,625.00 02 TIME-RELATED OVERHEAD WDAY 10,000.0000 2,000,000.00 17.000 170,000.00 141.000 1,410,000.00 03 TEMPORARY FENCE (TYPE ESA) M 8.0000 10,560.00 1,937.200 15,497.60 04 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.085 8,500.00 0.802 80,200.00 05 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.034 170.00 0.784 3,920.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 9.0000 37,800.00 3,434.120 30,907.08 07 TEMPORARY SILT FENCE M 11.0000 39,600.00 1,542.400 16,966.40 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 7,000.0000 35,000.00 0.000 0.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 17,500.00 0.000 0.00 10 TEMPORARY COVER M2 10.0000 20,000.00 0.000 0.00 11 TEMPORARY CHECK DAM M 275.0000 24,200.00 103.700 28,517.50 12 MOVE-IN/MOVE-OUT EA 1,000.0000 4,000.00 2.000 2,000.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 5,000.00 10.000 5,000.00 14 TEMPORARY HYDRAULIC MULCH M2 0.6500 34,125.00 8,094.000 5,261.10 (POLYMER STABILIZED FIBER MATRIX) 15 STREET SWEEPING LS 200,000.0000 200,000.00 0.085 17,000.00 0.711 142,200.00 16 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.581 2,905.00 S) 17 TRAFFIC CONTROL SYSTEM LS 571,291.3500 571,291.35 0.085 48,559.76 0.711 406,188.15 S) 18 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 28,240.00 5,477.300 21,909.20 S) 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.2500 50,375.00 11,972.250 14,965.31 44,611.250 55,764.06 S) 20 TRAFFIC PLASTIC DRUM EA 25.0000 28,750.00 285.000 7,125.00 680.000 17,000.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.085 4,250.00 0.711 35,550.00 S) 22 PORTABLE RADAR TRAILER LS 20,000.0000 20,000.00 0.085 1,700.00 0.711 14,220.00 S) PROGRAM CAS145 PAGE 2 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C7704 TIME 05:47 PM ESTIMATE NO. 16 BID OPENING 09/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 50.0000 117,000.00 242.700 12,135.00 2,278.794 113,939.70 24 TEMPORARY CRASH CUSHION MODULE EA 650.0000 9,100.00 14.000 9,100.00 S) 25 REMOVE ENTRANCE TAPER EA 2,000.0000 6,000.00 3.000 6,000.00 26 REMOVE METAL BEAM GUARD RAILING M 20.0000 6,400.00 337.380 6,747.60 27 REMOVE FLARED END SECTION EA 150.0000 1,800.00 12.000 1,800.00 28 REMOVE TRAFFIC STRIPE M 4.0000 18,760.00 2,735.800 10,943.20 S) 29 REMOVE TRAFFIC STRIPE (TEMPORARY PAINT) M 4.0000 58,000.00 550.800 2,203.20 5,558.100 22,232.40 S) 30 REMOVE ROADSIDE SIGN EA 75.0000 3,450.00 0.000 0.00 31 REMOVE CULVERT EA 30,000.0000 30,000.00 1.000 30,000.00 32 REMOVE PIPE M 1,000.0000 9,000.00 8.500 8,500.00 33 REMOVE INLET EA 1,500.0000 9,000.00 6.000 9,000.00 34 REMOVE DOWNDRAIN EA 3,000.0000 9,000.00 3.000 9,000.00 35 RECONSTRUCT METAL BEAM GUARD RAILING M 86.0000 7,912.00 22.500 1,935.00 45.360 3,900.96 36 RESET ROADSIDE SIGN EA 389.0000 1,167.00 0.000 0.00 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 93,500.00 17,563.560 87,817.80 S) 38 REMOVE CONCRETE CURB M 20.0000 6,400.00 156.500 3,130.00 39 PREPARE CONCRETE BRIDGE DECK SURFACE M2 5.7000 20,588.40 1,810.512 10,319.92 40 BRIDGE REMOVAL (PORTION), LOCATION A LS 120,000.0000 120,000.00 1.000 120,000.00 41 BRIDGE REMOVAL (PORTION), LOCATION B LS 58,000.0000 58,000.00 1.000 58,000.00 42 BRIDGE REMOVAL (PORTION), LOCATION C LS 62,000.0000 62,000.00 1.000 62,000.00 43 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.900 45,000.00 44 ROADWAY EXCAVATION M3 65.0000 864,500.00 1,939.500 126,067.50 12,308.370 800,044.05 45 LEAD COMPLIANCE PLAN LS 9,000.0000 9,000.00 0.021 189.00 0.928 8,352.00 46 IMPORTED BORROW M3 65.0000 838,500.00 1,621.250 105,381.25 11,276.650 732,982.25 47 EROSION CONTROL (TYPE D) M2 1.3000 97,500.00 12,140.700 15,782.91 S) 48 FIBER ROLLS M 4.0000 10,200.00 1,227.000 4,908.00 S) 49 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 2.000 2,000.00 S) PROGRAM CAS145 PAGE 3 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C7704 TIME 05:47 PM ESTIMATE NO. 16 BID OPENING 09/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROCK AND CONCRETE COLORIZATION LS 5,000.0000 5,000.00 0.000 0.00 S) 51 CLASS 2 AGGREGATE SUBBASE M3 80.0000 448,800.00 4.000 320.00 4,028.830 322,306.40 52 CLASS 2 AGGREGATE BASE M3 70.0000 126,000.00 191.490 13,404.30 1,183.510 82,845.70 53 AGGREGATE BASE (APPROACH SLAB) M3 45.0000 2,025.00 11.250 506.25 33.750 1,518.75 54 ASPHALT CONCRETE (TYPE A) TONN 115.0000 3,714,500.00 713.590 82,062.85 29,718.400 3,417,616.00 55 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 45.0000 52,200.00 434.400 19,548.00 837.400 37,683.00 AREA) 56 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.2500 215.25 22.600 118.65 22.600 118.65 57 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.2500 430.50 41.600 218.40 79.600 417.90 58 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.2500 4,252.50 0.000 0.00 59 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.2500 38,640.00 1,058.800 5,558.70 4,829.540 25,355.09 60 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.2500 388.50 31.700 166.43 61.700 323.93 61 CONCRETE PAVEMENT M3 240.0000 7,296,000.00 2,076.850 498,444.00 24,202.170 5,808,520.80 62 CONCRETE PAVEMENT (PCC W/REINFORCEMENT) M3 1,000.0000 86,000.00 67.800 67,800.00 63 SHOULDER RUMBLE STRIP STA 400.0000 56,000.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 64 REPLACE CONCRETE PAVEMENT M3 600.0000 624,000.00 1,315.300 789,180.00 (RAPID STRENGTH CONCRETE) 65 SEAL PAVEMENT JOINT M 10.0000 394,000.00 8,847.600 88,476.00 28,348.230 283,482.30 66 SEAL LONGITUDINAL ISOLATION JOINT M 30.0000 5,400.00 154.000 4,620.00 274.500 8,235.00 67 CRACK EXISTING CONCRETE PAVEMENT M2 1.5000 59,850.00 35,849.990 53,774.99 68 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 435,000.00 108.750 108,750.00 328.250 328,250.00 (TYPE R) 69 MINOR CONCRETE (MINOR STRUCTURE) M3 4,000.0000 112,000.00 27.760 111,040.00 F) 70 PAVING NOTCH EXTENSION M3 8,000.0000 59,200.00 1.810 14,480.00 5.559 44,472.00 71 FURNISH POLYESTER CONCRETE OVERLAY M3 2,900.0000 240,700.00 55.102 159,795.80 72 PLACE POLYESTER CONCRETE OVERLAY M2 12.0000 43,344.00 1,806.000 21,672.00 F) 73 JOINT SEAL (MR 30 MM) M 180.0000 11,700.00 34.100 6,138.00 S) 74 JOINT SEAL (MR 15 MM) M 180.0000 19,440.00 56.000 10,080.00 S) 75 ROADSIDE SIGN - ONE POST EA 227.0000 6,129.00 0.000 0.00 76 ROADSIDE SIGN - TWO POST EA 340.0000 1,020.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C7704 TIME 05:47 PM ESTIMATE NO. 16 BID OPENING 09/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 74.0000 3,034.00 0.000 0.00 METHOD) 78 450 MM REINFORCED CONCRETE PIPE M 550.0000 8,250.00 15.800 8,690.00 79 490 MM X 770 MM OVAL SHAPED REINFORCED M 750.0000 53,250.00 70.900 53,175.00 CONCRETE PIPE (CLASS III) 80 200 MM CORRUGATED STEEL PIPE M 450.0000 1,350.00 3.000 1,350.00 (1.63 MM THICK) 81 450 MM CORRUGATED STEEL PIPE M 1,500.0000 4,950.00 3.300 4,950.00 (2.77 MM THICK) 82 600 MM CORRUGATED STEEL PIPE M 950.0000 24,700.00 25.300 24,035.00 (2.77 MM THICK) 83 1650 MM CORRUGATED STEEL PIPE M 850.0000 4,080.00 4.800 4,080.00 (2.77 MM THICK) 84 FILTER FABRIC M2 8.0000 544.00 79.160 633.28 85 PERMEABLE MATERIAL M3 80.0000 480.00 6.150 492.00 86 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 500.0000 14,500.00 28.300 14,150.00 (1.63 MM THICK) 87 300 MM ENTRANCE TAPER EA 500.0000 1,000.00 2.000 1,000.00 88 300 MM DOWNDRAIN SLIP JOINT EA 525.0000 1,575.00 3.000 1,575.00 89 300 MM ANCHOR ASSEMBLY EA 2,200.0000 6,600.00 3.000 6,600.00 90 450 MM STEEL FLARED END SECTION EA 330.0000 330.00 1.000 330.00 91 600 MM STEEL FLARED END SECTION EA 360.0000 5,400.00 17.000 6,120.00 92 750 MM STEEL FLARED END SECTION EA 480.0000 2,400.00 2.000 960.00 93 900 MM STEEL FLARED END SECTION EA 650.0000 2,600.00 6.000 3,900.00 94 1050 MM STEEL FLARED END SECTION EA 1,100.0000 4,400.00 4.000 4,400.00 95 1200 MM STEEL FLARED END SECTION EA 1,250.0000 1,250.00 1.000 1,250.00 96 900 MM PRECAST CONCRETE PIPE INLET M 1,700.0000 3,400.00 2.000 3,400.00 97 ROCK SLOPE PROTECTION M3 200.0000 76,000.00 424.420 84,884.00 (FACING, METHOD B) 98 ROCK SLOPE PROTECTION (1/4T, METHOD A) M3 125.0000 313,750.00 2,510.000 313,750.00 99 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 225.0000 40,500.00 15.770 3,548.25 117.580 26,455.50 00 CONCRETED-ROCK SLOPE PROTECTION M3 450.0000 6,750.00 14.700 6,615.00 (1/2T, METHOD B) 01 GABION M3 500.0000 23,500.00 34.800 17,400.00 02 SACKED CONCRETE SLOPE PROTECTION M3 525.0000 13,125.00 9.500 4,987.50 03 FILTER FABRIC (GABION) M2 150.0000 5,100.00 25.200 3,780.00 PROGRAM CAS145 PAGE 5 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C7704 TIME 05:47 PM ESTIMATE NO. 16 BID OPENING 09/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ROCK SLOPE PROTECTION FABRIC M2 1.0000 1,570.00 1,822.300 1,822.30 05 MISCELLANEOUS IRON AND STEEL KG 5.5000 12,952.50 2,354.800 12,951.40 SF) 06 SNOW PLOW DETECTOR EA 500.0000 58,500.00 42.000 21,000.00 07 DELINEATOR (CLASS 2) EA 39.0000 12,870.00 226.000 8,814.00 08 MARKER (CULVERT) EA 38.0000 2,014.00 0.000 0.00 09 HIGHWAY POST MARKER EA 44.0000 308.00 0.000 0.00 10 OBJECT MARKER (TYPE L-1) EA 44.0000 484.00 0.000 0.00 11 PIPE BOLLARD EA 900.0000 17,100.00 15.000 13,500.00 12 METAL BEAM GUARD RAILING (WOOD POST) M 425.0000 85,000.00 68.610 29,159.25 119.910 50,961.75 S) 13 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200.00 S) 14 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 3,400.00 1.000 3,400.00 S) 15 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 26,000.00 4.000 10,400.00 11.000 28,600.00 S) 16 CONCRETE BARRIER (TYPE 732R) M 750.0000 477,750.00 637.000 477,750.00 F) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 41.0000 8,200.00 27.700 1,135.70 S) (RECESSED) (BROKEN 5.18 M - 2.14 M) 18 200 MM THERMOPLASTIC TRAFFIC STRIPE M 35.0000 29,400.00 313.100 10,958.50 S) (RECESSED) 19 100 MM THERMOPLASTIC TRAFFIC STRIPE M 29.0000 263,900.00 4,488.100 130,154.90 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 20 100 MM TWO-COMPONENT PAINT M 5.0000 95,500.00 9,755.300 48,776.50 S) TRAFFIC STRIPE 21 TWO-COMPONENT PAINT PAVEMENT MARKING M2 250.0000 5,250.00 0.000 0.00 S) 22 LIGHTING (MODIFY) LS 19,205.0000 19,205.00 0.490 9,410.45 S) 23 LIGHTING (CHAIN-ON/OFF) LS 565,000.0000 565,000.00 0.750 423,750.00 S) 24 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 25 MIGRATORY BIRD PROTECTION LS 10,000.0000 10,000.00 0.043 430.00 0.856 8,560.00 PROGRAM CAS145 PAGE 6 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C7704 TIME 05:47 PM ESTIMATE NO. 16 BID OPENING 09/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,401,592.10 17,913,465.97 ADJUSTMENT OF COMPENSATION -1,697.12 153,308.28 EXTRA WORK 19,211.30 275,437.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,419,106.28 18,342,211.63 26 MOBILIZATION LS 2400,000.0000 2,400,000.00 1.000 2,400,000.00 ORIGINAL CONTRACT AMOUNT 24,375,375.00 TOTAL WORK COMPLETED 1,419,106.28 20,742,211.63 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 1,409,106.28 20,732,211.63 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 09/28/07 200 05/05/08 12/07/07 10/08/09 141 261 -2 0 83% 71% PROGRESS IS SATISFACTORY ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/09