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 09/21/10 EST. NO.18 TIME 03:01 PM R.E. NAME: HARTMAN, BRUCE 03-3A2204 --------------------------------------------------------------------------- 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 0058 4,861.93 E.W. @ F.A.(+) 080310 N 54 0 0059 4,137.66 080810 N 55 0 0060 7,582.27 080810 N 56 0 0062 2,625.43 082210 N 59 0 0063 2,625.43 082910 N 60 0 0064 1,052.87 080410 N 61 0 0065 606.76 080410 N 62 0 0067 7,698.58 080810 N 64 0 0068 484.91 080810 N 65 0 0069 3,083.89 080910 N 58 0 006 0009 14,763.69 E.W. @ U.P (+) 092010 N 9 0 025 0007 3,497.51 E.W. @ F.A.(+) 081610 N 7 0 0008 1,668.14 081010 N 8 0 0009 3,640.63 080910 N 9 0 029 0012 1,368.92 E.W. @ F.A.(+) 080410 N 12 0 036 0007 1,569.88 E.W. @ F.A.(+) 070810 N 7 0 037 0001 3,826.08 E.W. @ L.S.(+) 073110 N 1 0 042 0006 6,544.11 E.W. @ F.A.(+) 080510 N 6 0 0009 2,123.70 081110 N 9 0 051 0001 17,789.35 E.W. @ F.A.(+) 071610 N 1 0 0006 2,500.00 A.C. @ L.S.(+) 091510 N 6 0 054 0003 849.48 E.W. @ F.A.(+) 081110 N 3 0 060 0001 1,573.49 E.W. @ F.A.(+) 081610 N 1 0 0002 360.58 081110 N 2 0 0003 983.45 081710 N 3 0 0004 2,144.71 081710 N 4 0 99,963.45 TOTAL THIS ESTIMATE 856,255.15 TOTAL PREVIOUS ESTIMATE 956,218.60 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 09/21/10 EST. NO.18 TIME 03:01 PM R.E. NAME: HARTMAN, BRUCE 03-3A2204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PER CCO 23 -34,287.00 10 0.00 -34,287.00 TOTAL DEDUCTIONS 0.00 -34,287.00 PROGRAM CAS145 PAGE 1 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 03:01 PM ESTIMATE NO. 18 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 09/21/10 LOCATION RERUN PROGRESS ESTIMATE 03-NEV-80-28.1/31.8 ----------------------- GRANITE CONSTRUCTION COMPANY IN NEVADA AND SIERRA COUNTIES NEAR P O BOX 50085 FLORISTON FROM THE TRUCKEE RIVER WATSONVILLE CA 950775085 BRIDGE TO THE NEVADA STATE LINE FED. AID NO. ACBI-GV08(1) N,M-GV08(1) N REHABILITATE 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 3,000.0000 3,000.00 0.750 2,250.00 02 TIME-RELATED OVERHEAD LS 562,500.0000 562,500.00 0.080 45,000.00 0.898 505,125.00 03 TEMPORARY FENCE (TYPE ESA) LF 4.0000 2,760.00 186.000 744.00 04 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 0.062 9,300.00 0.853 127,950.00 05 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.028 140.00 0.879 4,395.00 S) PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 5.0000 182,000.00 220.000 1,100.00 31,676.000 158,380.00 07 TEMPORARY SILT FENCE LF 5.0000 78,000.00 4,815.000 24,075.00 08 TEMPORARY STRAW BALE LF 0.2500 3,900.00 42.000 10.50 09 TEMPORARY CONSTRUCTION ENTRANCE EA 50.0000 1,200.00 0.000 0.00 10 TEMPORARY COVER SQYD 0.1000 4,740.00 206.000 20.60 11 TEMPORARY CHECK DAM LF 100.0000 26,000.00 25.000 2,500.00 766.000 76,600.00 12 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 2.000 1,000.00 4.000 2,000.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 42,000.00 46.000 13,800.00 14 TEMPORARY HYDRAULIC MULCH SQYD 1.3000 11,336.00 3,950.000 5,135.00 9,457.000 12,294.10 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 100,000.0000 100,000.00 0.062 6,200.00 0.853 85,300.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 0.063 1,260.00 1.000 20,000.00 17 TEMPORARY CREEK DIVERSION SYSTEM LS 25,000.0000 25,000.00 0.225 5,625.00 1.000 25,000.00 18 PROTECTION OF MIGRATORY BIRDS LS 15,000.0000 15,000.00 0.039 585.00 0.970 14,550.00 19 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.028 336.00 0.879 10,548.00 S) 20 TRAFFIC CONTROL SYSTEM LS 1041,282.0000 1,041,282.00 0.062 64,559.48 0.853 888,213.55 S) 21 TYPE III BARRICADE EA 100.0000 4,000.00 5.000 500.00 30.000 3,000.00 S) 22 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 216,000.00 4,743.000 4,743.00 251,576.000 251,576.00 S) PROGRAM CAS145 PAGE 2 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 03:01 PM ESTIMATE NO. 18 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC PLASTIC DRUM EA 50.0000 8,000.00 270.000 13,500.00 S) 24 QUICKCHANGE MOVEABLE BARRIER LS 2500,000.0000 2,500,000.00 0.045 112,500.00 0.866 2,165,000.00 S) 25 TEMPORARY LIGHTING SYSTEM LS 225,000.0000 225,000.00 0.025 5,625.00 0.975 219,375.00 S) 26 PORTABLE CHANGEABLE MESSAGE SIGN LS 100,000.0000 100,000.00 0.062 6,200.00 0.853 85,300.00 S) 27 END OF QUEUE WARNING/SERVICE PATROL LS 800,000.0000 800,000.00 0.062 49,600.00 0.853 682,400.00 S) 28 TEMPORARY RAILING (TYPE K) LF 12.0000 1,488,000.00 14,620.000 175,440.00 101,697.500 1,220,370.00 29 TEMPORARY CRASH CUSHION MODULE EA 300.0000 45,000.00 163.000 48,900.00 S) 30 ABANDON CULVERT EA 1,500.0000 1,500.00 4.000 6,000.00 31 REMOVE METAL BEAM GUARD RAILING LF 0.1000 1,940.00 18,875.000 1,887.50 S) 32 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 76,300.00 33,763.000 33,763.00 211,377.800 211,377.80 S) 33 REMOVE ROADSIDE SIGN EA 500.0000 500.00 1.000 500.00 34 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 18,800.00 18,754.740 18,754.74 35 REMOVE OVERSIDE DRAIN EA 1,000.0000 14,000.00 11.000 11,000.00 36 REMOVE CULVERT LF 150.0000 37,500.00 27.000 4,050.00 265.700 39,855.00 37 REMOVE SLOTTED DRAIN LF 6.0000 100,800.00 17,126.000 102,756.00 38 REMOVE INLET EA 2,000.0000 38,000.00 13.000 26,000.00 39 REMOVE HEADWALL EA 900.0000 1,800.00 2.000 1,800.00 40 REMOVE DOWNDRAIN EA 400.0000 9,600.00 2.000 800.00 25.000 10,000.00 41 REMOVE BASE AND SURFACING CY 45.0000 4,351,500.00 11,518.880 518,349.60 99,931.280 4,496,907.60 42 RECONSTRUCT METAL BEAM GUARD RAILING LF 100.0000 4,000.00 50.000 5,000.00 S) (WOOD POST) 43 RESET ROADSIDE SIGN EA 600.0000 6,000.00 12.000 7,200.00 44 ADJUST INLET EA 2,300.0000 29,900.00 8.000 18,400.00 45 PLASTIC PIPE LINER (21.50" O.D.) LF 245.0000 269,500.00 327.200 80,164.00 1,212.200 296,989.00 46 PLASTIC PIPE LINER (31.50" O.D.) LF 340.0000 61,200.00 180.000 61,200.00 180.000 61,200.00 47 PLASTIC PIPE LINER (42.00" O.D.) LF 550.0000 71,500.00 130.000 71,500.00 48 24" PIPE LINING (CEMENT MORTAR) LF 350.0000 42,000.00 118.000 41,300.00 118.000 41,300.00 49 36" PIPE LINING (CEMENT MORTAR) LF 350.0000 52,500.00 145.000 50,750.00 145.000 50,750.00 PROGRAM CAS145 PAGE 3 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 03:01 PM ESTIMATE NO. 18 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 186,000.00 45.200 226.00 19,836.120 99,180.60 S) 51 REMOVE CONCRETE BARRIER LF 7.0000 207,900.00 33,169.580 232,187.06 52 REMOVE UNSOUND CONCRETE CF 50.0000 14,500.00 50.000 2,500.00 50.000 2,500.00 53 PREPARE CONCRETE SURFACE SQFT 15.0000 15,000.00 605.160 9,077.40 54 REMOVE CONCRETE (MISCELLANEOUS) CY 150.0000 1,200.00 0.000 0.00 55 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.062 3,100.00 0.853 42,650.00 56 ROADWAY EXCAVATION CY 40.0000 420,000.00 1,206.160 48,246.40 12,829.090 513,163.60 57 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.028 84.00 0.879 2,637.00 58 IMPORTED BORROW CY 30.0000 160,500.00 5,664.560 169,936.80 59 EROSION CONTROL (HYDRAULIC MATRIX) SQYD 0.5000 95,000.00 29,041.000 14,520.50 S) 60 FIBER ROLLS WITH ROCK LF 4.0000 23,200.00 557.000 2,228.00 2,491.000 9,964.00 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 13,500.00 2.000 3,000.00 S) 62 CLASS 2F AGGREGATE BASE CY 36.0000 1,083,600.00 2,686.340 96,708.24 26,560.190 956,166.84 63 REPLACE ASPHALT CONCRETE SURFACING CY 350.0000 49,000.00 159.980 55,993.00 64 HOT MIX ASPHALT (TYPE A) TON 135.0000 2,389,500.00 20.840 2,813.40 14,805.940 1,998,801.90 65 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 120.00 42.000 126.00 66 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 3,390.00 230.000 690.00 67 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 53,400.00 17,944.000 53,832.00 68 PLACE HOT MIX ASPHALT SQYD 50.0000 4,750.00 170.340 8,517.00 (MISCELLANEOUS AREA) 69 TACK COAT TON 100.0000 51,000.00 5.250 525.00 70 CONCRETE PAVEMENT CY 200.0000 14,840,000.00 9,735.050 1,947,010.00 74,301.810 14,860,362.00 71 SEAL PAVEMENT JOINT LF 1.0000 272,000.00 14,746.670 14,746.67 152,598.020 152,598.02 72 SEAL LONGITUDINAL ISOLATION JOINT LF 5.1500 9,115.50 -1,100.000 -5,665.00 600.000 3,090.00 73 CLASS 4 CONCRETE (BACKFILL) CY 230.0000 7,705.00 12.000 2,760.00 98.700 22,701.00 F) 74 CLASS 1 CONCRETE (MINOR STRUCTURE) CY 2,100.0000 1,060,500.00 362.590 761,439.00 F) 75 MINOR CONCRETE (MINOR STRUCTURE) CY 2,100.0000 489,300.00 2.330 4,893.00 188.210 395,241.00 F) 76 MINOR CONCRETE (INVERT PAVING) CY 2,500.0000 17,500.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 03:01 PM ESTIMATE NO. 18 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (HEADWALL) CY 4,000.0000 14,400.00 3.600 14,400.00 F) 78 24" REINFORCED CONCRETE PIPE LF 110.0000 108,900.00 48.000 5,280.00 825.000 90,750.00 79 18" CORRUGATED STEEL PIPE (.079" THICK) LF 185.0000 14,800.00 108.000 19,980.00 80 24" CORRUGATED STEEL PIPE (.079" THICK) LF 300.0000 159,000.00 24.500 7,350.00 349.500 104,850.00 81 36" CORRUGATED STEEL PIPE (.079" THICK) LF 500.0000 55,000.00 51.000 25,500.00 51.000 25,500.00 82 12" SLOTTED PLASTIC PIPE LF 110.0000 187,000.00 500.000 55,000.00 83 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 45.0000 430,200.00 6,533.000 293,985.00 84 PERMEABLE MATERIAL CY 40.0000 6,400.00 201.330 8,053.20 85 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 98,000.00 14.000 980.00 1,371.000 95,970.00 86 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 150.0000 28,500.00 129.000 19,350.00 257.000 38,550.00 (.109" THICK) 87 18" HIGH DENSITY POLYETHYLENE PIPE LF 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 (TYPE S) RISER 88 48" PRECAST CONCRETE PIPE MANHOLE EA 7,000.0000 14,000.00 2.000 14,000.00 89 24" PRECAST CONCRETE PIPE RISER LF 250.0000 45,000.00 0.000 0.00 90 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 150.0000 27,000.00 0.000 0.00 91 ROCK SLOPE PROTECTION CY 170.0000 5,440.00 0.000 0.00 (1/4 TON, METHOD B) 92 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 170.0000 18,700.00 0.000 0.00 93 ROCK SLOPE PROTECTION CY 170.0000 5,100.00 19.000 3,230.00 (FACING, METHOD B) 94 ROCK SLOPE PROTECTION CY 170.0000 3,740.00 0.000 0.00 (BACKING NO. 3, METHOD B) 95 MINOR CONCRETE (CHANNEL LINING) CY 700.0000 3,640.00 4.560 3,192.00 4.560 3,192.00 96 MINOR CONCRETE (GUTTER LINING) CY 300.0000 330,000.00 65.460 19,638.00 840.510 252,153.00 97 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 1,350.00 804.940 804.94 98 MISCELLANEOUS IRON AND STEEL LB 2.0000 136,078.00 2,219.000 4,438.00 11,610.000 23,220.00 SF) 99 DELINEATOR (CLASS 2) EA 38.0000 9,500.00 54.000 2,052.00 248.000 9,424.00 00 MILEPOST MARKER EA 40.0000 760.00 0.000 0.00 01 MARKER (CULVERT) EA 40.0000 3,400.00 6.000 240.00 48.000 1,920.00 02 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA 30.0000 6,300.00 210.000 6,300.00 03 OBJECT MARKER (TYPE L-1) EA 40.0000 680.00 6.000 240.00 PROGRAM CAS145 PAGE 5 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 03:01 PM ESTIMATE NO. 18 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 METAL BEAM GUARD RAILING LF 45.0000 841,500.00 18,703.000 841,635.00 S) (8', STEEL POST) 05 TRANSITION RAILING (TYPE WB) EA 2,600.0000 2,600.00 0.000 0.00 S) 06 END ANCHOR ASSEMBLY (TYPE SFT) EA 415.0000 7,055.00 18.000 7,470.00 S) 07 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,700.0000 28,900.00 1.000 1,700.00 15.000 25,500.00 S) 08 CONCRETE BARRIER (TYPE 60) LF 45.0000 1,269,000.00 110.000 4,950.00 12,922.000 581,490.00 09 CONCRETE BARRIER (TYPE 60SC) LF 165.0000 239,250.00 159.000 26,235.00 159.000 26,235.00 10 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 6.5000 8,320.00 0.000 0.00 S) (RECESSED) 11 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 12 4" TWO-COMPONENT TRAFFIC STRIPE LF 3.0000 178,200.00 23,941.000 71,823.00 23,941.000 71,823.00 S) (RECESSED, 36-12) 13 4" TWO-COMPONENT TRAFFIC STRIPE LF 8.7000 5,655.00 0.000 0.00 S) (RECESSED, BROKEN 17-7) 14 TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3500 42,000.00 41,090.000 14,381.50 41,090.000 14,381.50 S) 15 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.7500 5,812.50 0.000 0.00 S) 16 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 11.0000 1,320.00 0.000 0.00 S) 17 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.135 1,350.00 0.895 8,950.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 6 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 03:01 PM ESTIMATE NO. 18 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,616,835.29 35,148,760.75 ADJUSTMENT OF COMPENSATION 2,500.00 176,879.93 EXTRA WORK 97,463.45 779,338.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,716,798.74 36,104,979.35 18 MOBILIZATION LS 4000,000.0000 4,000,000.00 1.000 4,000,000.00 ORIGINAL CONTRACT AMOUNT 42,739,739.00 TOTAL WORK COMPLETED 3,716,798.74 40,104,979.35 MATERIALS ON HAND ON SITE 29,010.29 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -34,287.00 TOTAL 3,716,798.74 40,099,702.64 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 11/13/08 225 05/04/09 01/07/09 10/20/10 192 231 10 0 91% 82% PROGRESS IS SATISFACTORY HARTMAN, BRUCE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/21/10