PREPARATORY CONTROL WORKSHEET - · PDF filePREPARATORY CONTROL WORKSHEET DEFINABLE FEATURE OF WORK : CONCRETE, CAST-IN-PLACE A. ACTIVITIES INCLUDED UNDER CONCRETE, CAST-IN-PLACE -

RMS Training Contract 27 Aug 2010W912PP-07-C-0010 NAFlagstaff Project Office

PREPARATORY CONTROL WORKSHEET

DEFINABLE FEATURE OF WORK : CONCRETE, CAST-IN-PLACE

A. ACTIVITIES INCLUDED UNDER CONCRETE, CAST-IN-PLACE -

ATL, Inc. - Service

RPKS1045 Concrete Testing - SiteSB3015 Concrete Testing - School BuilSD31005 Concrete Testing - Dormitory

Concrete Structures,

CCKS1100 Change Order- RFP-0010 - TrashCCKS1130 Change Order - R-00015 / A0018OSRKS1080 Excavate / Form / Place ConcreOSRKS1090 Excavate / Form / Place ConcreOSRKS1100 Excavate / Form / Place ConcreOSRKS1110 Form / Place Wheel Chair RampsRPKS1050 Excavate / Form / Place Curb aRPKS1052 Place Flag Pole FootingsRPKS1060 Excavate / Form / Compact / PlRPKS1140 Excavate / Form / Place ConcreRPKS1150 Excavate / Form / Place TrashRPKS1160 Excavate / Form / Place ConcreRPKS1170 Install Concrete Swail - SheetRPKS1180 Excavate / Form / Place ConcreRPKS1190 Excavate / Form/ Place ConcretRPKS1290 Excavate / Form / Place Curb aRPKS1300 Excavate / Form / Place ConcreRPKS1390 Excavate / Form / Place Curb aRPKS1400 Excavate / Form / Place SidewaRPKS1410 Excavate / Form / Place BasketRPKS1420 Excavate / Form / Place BasketSB1000 Change Order # 2 - Install PerSB1090 Add Reinforcing to Deck over SSB3193 Excavation Area C - South InteSB3195 Delivery of Grade Beam PrecastSB3200 Set Precast Form / Install VoiSB3210 Place & Finish Concrete - AreSB3230 Area C South Interior Grade BeSB3240 Strip Forms and Backfill at ArSB3250 Excavation Area F - Interior GSB3260 Set Precast Form / Install VoiSB3270 Place & Finish Concrete - AreaSB3290 Area F Interior Grade Beam CurSB3300 Strip Forms and Backfill at ArSB3310 Excavation Area G - Interior GSB3320 Set Precast Form / Install VoiSB3330 Place & Finish Concrete - AreaSB3350 Area G Interior Grade Beam CurSB3360 Strip Forms and Backfill at ArSB3370 Excavation Area C - North InteSB3380 Set Precast Form / Install VoiSB3390 Place & Finish Concrete - AreSB3410 Area C - Interior Grade Beam C

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Concrete Structures, - Cont.SB3420 Strip Forms and Backfill at ArSB3430 Excavation Area B - Interior GSB3450 Set Precast Form / Install VoiSB3460 Place & Finish Concrete - AreaSB3480 Area B - Interior Grade BeamsSB3490 Strip Forms and Backfill at ArSB3500 Excavation Area A - Interior GSB3510 Set Precast Form / Install VoiSB3520 Place & Finish Concrete - AreaSB3540 Area A Interior Grade Beams CuSB3550 Strip Forms and Backfill at ArSB3560 Excavation Area F - Exterior GSB3570 Set Precast Form / Install VoiSB3580 Place & Finish Concrete - AreaSB3600 Area F Exterior Grade Beams CuSB3610 Strip Forms and Backfill at ArSB3620 Excavation Area G - Exterior GSB3630 Set Precast Form / Install VoiSB3640 Place & Finish Concrete - AreaSB3660 Area G Exterior Grade Beam CuSB3670 Strip Forms and Backfill at ArSB3671 Excavation Area B - Exterior GSB3672 Set Precast Form / Install VoiSB3673 Place & Finish Concrete - AreaSB3675 Area B Exterior Grade Beam CuSB3676 Strip Forms and BackFill at ArSB3680 Excavation Area A - Exterior GSB3681 Set Precast Form / Install VoiSB3682 Place & Finish Concrete - AreaSB3684 Area A Exterior Grade Beam CuSB3685 Strip Forms and Backfill at ArSB3690 Excavation Area C - Exterior GSB3700 Set Precast Form / Install VoiSB3710 Place & Finish Concrete - AreSB3730 Area C Exterior Grade Beam CurSB3740 Strip Forms and Backfill at ArSB3760 Excavation Area E Exterior - ESB3770 Set Precast Form / Install VoiSB3780 Place & Finish Concrete - AreaSB3800 Area E East Exterior Grade BeaSB3810 Strip Forms and Backfill at ArSB3820 Excavation Area E - West ExterSB3830 Set Precast Form / Install VoiSB3840 Place & Finish Concrete - AreaSB3860 Area E West Grade Exterior BeaSB3870 Strip Forms and Backfill at ArSB3890 Excavation Area D - Grade BeamSB3900 Set Precast Form / Install VoiSB3910 Place & Finish Concrete - AreaSB3930 Area D Grade Beams CureSB3940 Strip Forms and Backfill at ArSB41242 Place AB Area C & FSB41243 Place AB Area C & BSB41244 Place AB Area G

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Concrete Structures, - Cont.SB41245 Place AB Area ASB41246 Place AB Area ESB41247 Place AB Area DSB41248 Place AB Remander of Area CSB41250 Area C South - Place ConcreteSB41260 Area F - Place Concrete Slab-oSB41270 Area G - Place Concrete Slab-oSB41280 Area C North - Place ConcreteSB41290 Area B - Place Concrete Slab-oSB41300 Area A - Place Concrete Slab-oSB41310 Area E - Place Concrete Slab-oSB41320 Area C - Place Concrete Slab-oSB41330 Area D - Place Concrete Slab-oSB51072 Place composite concrete & metSD2CC001 Change Order - RFP PerimetSD31070 Excavation Area A - Grid F, 57SD31075 Delivery of Grade Beam PrecastSD31080 Set Precast Form / Install VoiSD31090 Install Grade Beam Rebar / PlaSD31110 Grade Beam Cure Area A - GridSD31120 Strip Forms and Backfill AreaSD31130 Excavation Area A - Grid H, 35SD31140 Set Precast Form / Install VoiSD31150 Install Grade Beam Rebar / PlaSD31170 Grade Beam Cure Area A - GridSD31180 Strip Forms and Backfill AreaSD31190 Excavation Area BSD31200 Set Precast Form / Install VoiSD31210 Install Grade Beam Rebar / PlaSD31230 Grade Beam Cure Area BSD31240 Strip Forms and Backfill AreaSD31250 Excavation Area C - Grid 7, 3,SD31260 Set Precast Form / Install VoiSD31270 Install Grade Beam Rebar / PlaSD31290 Strip Forms and Backfill AreaSD41381 Excavation for Elevator Pit SuSD41382 Place Elevator Pit Slab - RoomSD41384 Form Elevator Pit Walls - RoomSD41385. Place Elevator Pit Walls - RooSD41390 Form Construction and ContractSD41400 Place Rebar for Floor Slab - ASD41410 Place Concrete Floor Slab - ArSD41422 Excavation for Elevator Pit SuSD41423 Place Elevator Pit Slab Room -SD41425 Form Elevator Pit Walls - RoomSD41426 Place Elevator Pit Walls - RooSD41430 Form Construction and ContractSD41440 Place Rebar Floor Slab - AreaSD41450 Place Concrete Floor Slab - ArSD41470 Form Construction and ContractSD41480 Place Rebar Floor Slab - AreaSD41490 Place Concrete Floor Slab - ArSD51640 Place Outside Slab FormSD51650 Place Second FLoor Slab - Sect

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Concrete Structures, - Cont.SD51820 Place Outside Slab FormSD51850 Second Floor Slab Placement -SD71850 Place Interior House Keeping PSD71860 Place Exterior Chiller House KUGKS1940 Excavate / Form / Place ConcreUGKS1950 Excavate / Form / Place Concre

Dial Mechanical

SB3365 Excavate / Place Bedding Mater

R. E. Nelson

SD41380 Install 6" Capillary Water BarSD41420 Install 6" Capillary Water BarSD41460 Install 6: Capillary Water Bar

B. QUALITY CONTROL REQUIREMENTS -

QC TESTS -CT # 00405 Passed263-011/1/2007ConcreteGrade Beam, Area F6" slump8% air 3,000

3000600%

CT # 00428 Passed271-011/7/2007ConcreteGrade Beam, Area F8" slump7% air 3,000 3000600%

CT # 00447 Passed279-011/13/2007ConcreteGrade Beam Area G, Gridline CP&176.5" slump4.9% air - 3,000 3000600%

CT # 00468 Passed287-011/15/2007ConcreteArea A/B, Gridline AA8" slump5.5% air 3,000 3000600%

CT # 00487 Passed289-011/20/2007ConcreteInterior Grade Beam, Area A&B 8" slump4.5% air 3,000 3000600%

CT # 00496 Passed292-011/21/2007ConcreteGrade Beam Area C 6.5" slump5% air 3,000 3000600%

CT # 00524 Passed293-011/28/2007ConcreteGrade Beam, Area F/G8" slump6% air - 3,000 3000600%

CT # 00531 Passed263-311/29/2007ConcreteGrade Beam, Area F 28 day 6" slump 8% air 4,235 3,000 300060141% 4,350.0

CT # 00532 Passed263-411/29/2007ConcreteGrade Beam, Area F 28 day 6" slump 8% air 4,465 3,000 300060149%

CT # 00535 Passed296-011/29/2007ConcreteGrade Beam, Area A/E6.5" slump .8% air - 3,000 3000600%

CT # 00552 Passed297-012/4/2007ConcreteGrade Beam, Gridline 25 6.5" slump5.8% air

Page 4 of 44




QC TESTS - Cont.

- 3,000 3000600%

CT # 00560 Passed271-312/5/2007ConcreteGrade Beam, Area F 28 day8" slump7% air 4,400 3,000 300060147% 4,447.5

CT # 00561 Passed271-412/5/2007ConcreteGrade Beam, Area F 28 day8" slump7% air 4,495 3,000 300060150%

CT # 00574 Passed298-012/6/2007ConcreteGrade Beam, East end of Area A7" slump4.8% air - 3,000 3000600%

CT # 00581 Passed279-312/11/2007ConcreteGrade Beam Area G, Gridline CP&17 28 day6.5" slump4.9% air 4,585 3,000 300060153% 4,625.0

CT # 00582 Passed279-412/11/2007ConcreteGrade Beam Area G, Gridline CP&17 28 day6.5" slump4.9% air 4,665 3,000 300060156%

CT # 00587 Passed287-312/13/2007ConcreteArea A/B, Gridline AA 28 day8" slump5.5% air 4,075 3,000 300060136% 4,275.0

CT # 00588 Passed287-412/13/2007ConcreteArea A/B, Gridline AA 28 day8" slump5.5% air 4,475 3,000 300060149%

CT # 00592 Passed289-312/18/2007ConcreteInterior Grade Beam, Area A&B28 day8" slump4.5% air 4,005 3,000 3000 FA Shaft134% 4,087.5

CT # 00593 Passed289-412/18/2007ConcreteInterior Grade Beam, Area A&B 28 day8" slump4.5% air 4,170 3,000 3000 FA Shaft139%

CT # 00595 Passed292-312/19/2007ConcreteGrade Beam Area C 28 day 6.5" slump 5% air 4,580 3,000 300060153% 4,667.5

CT # 00596 Passed292-412/19/2007ConcreteGrade Beam Area C 28 day 6.5" slump 5% air 4,755 3,000 300060159%

CT # 00598 Passed293-312/26/2007ConcreteGrade Beam, Area F/G28 day8" slump6% air 4,760 3,000 300060159% 4,610.0

CT # 00599 Passed293-412/26/2007ConcreteGrade Beam, Area F/G28 day8" slump6% air 4,460 3,000 300060149%

CT # 00600 Passed296-312/27/2007ConcreteGrade Beam, Area A/E28 day6.5" slump4.8% air 4,190 3,000 300060140% 4,222.5

CT # 00601 Passed296-412/27/2007ConcreteGrade Beam, Area A/E28 day6.5" slump4.8% air 4,255 3,000 300060142%

CT # 00602 Passed297-31/2/2008ConcreteGrade Beam, Gridline 2528 day6.5" slump5.8% air 5,600 3,000 300060187% 5,692.5

CT # 00603 Passed297-41/2/2008ConcreteGrade Beam, Gridline 2528 day6.5" slump5.8% air 5,785 3,000 300060193%

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QC TESTS - Cont.

CT # 00604 Passed006-01/3/2008ConcreteGrade Beam, Gridline Q3.5" slump5% air - 3,000 3000600%

CT # 00605 Passed298-31/3/2008ConcreteGrade Beam, East end of Area A28 day7" slump4.8% air 4,465 3,000 300060149% 4,452.5

CT # 00606 Passed298-41/3/2008ConcreteGrade Beam, East end of Area A28 day7" slump4.8% air 4,440 3,000 300060148%

CT # 00607 Passed012-01/4/2008ConcreteGrade Beam, W end perpendicular to Q6.5" slump6.5% air - 3,000 3000600%

CT # 00651 Passed006-31/31/2008ConcreteGrade Beam, Gridline Q28 day3.5" slump5% air 5,915 3,000 300060197% 5,905.0

CT # 00652 Passed006-41/31/2008ConcreteGrade Beam, Gridline Q28 day3.5" slump5% air 5,895 3,000 300060197%

CT # 00653 Passed012-32/1/2008ConcreteGrade Beam, W end perpendicular to Q28 day6.5" slump6.5% air 4,585 3,000 300060153% 4,592.5

CT # 00654 Passed012-42/1/2008ConcreteGrade Beam, W end perpendicular to Q 28 day6.5" slump6.5% air 4,600 3,000 300060153%

CT # 00694 Passed025-02/19/2008ConcreteWater Tower, Footing #56.5" slump 4,000 4000650%

CT # 00695 Passed026-02/20/2008ConcreteWater Tower, Footing #27.5" slump 4,000 4000650%

CT # 00702 Passed027-02/27/2008ConcreteWater Tower, Footing #38" slump 4,000 4000650%

CT # 00710 Passed033-03/4/2008ConcreteExterior Grade Beam, Area B5" slump4.2% air - 3,000 3000600%

CT # 00719 Passed034-03/6/2008ConcreteExterior Grade Beam, Area C front wall9" slump3% air - 3,000 3000600%

CT # 00720 Passed044-03/11/2008ConcreteWater Tower6.5" slump5.5% air - 4,000 4000650%

CT # 00729 Passed051-03/13/2008Area A, Dorm7.75" slump6% air - 3,000 3000600%

CT # 00738 Passed025-33/18/2008ConcreteWater Tower, Footing #528 day6.5" slump? 5,165 4,000 400065129% 5,100.0

CT # 00739 Passed025-43/18/2008ConcreteWater Tower, Footing #528 day6.5" slump? 5,035 4,000 400065126%

CT # 00740 Passed052-03/18/2008ConcreteArea A, Corridor7.75" slump5% air -

Page 6 of 44




QC TESTS - Cont.

3,000 3000600%

CT # 00744 Passed026-33/19/2008ConcreteWater Tower, Footing #2287.5" slump? 5,045 4,000 400065126% 4,952.5

CT # 00745 Passed026-43/19/2008ConcreteWater Tower, Footing #2287.5" slump? 4,860 4,000 400065122%

CT # 00746 Passed053-03/19/2008ConcreteArea B, Sixth Grade5.75" slump5% air - 3,000 3000600%

CT # 00748 Passed058-03/20/2008Area B, Eight Grade8" slump4.5% air - 3,000 3000600%

CT # 00749 Passed059-03/20/2008ConcreteTransformer Pads6.5" slump5% air - 4,000 4000650%

CT # 00750 Passed060-03/20/2008ConcreteArea E, North Wall6.5" slump4.5% air - 3,000 3000600%

CT # 00757 Passed064-03/24/2008ConcreteSouth Most 12' of slab, Area B, East 1/25" slump5.3 % air - 3,000 3000600%

CT # 00761 Passed065-03/25/2008ConcreteArea B, East side07.75" slump5.7% air - 3,000 3000600%

CT # 00762 Passed066-03/25/2008ConcreteArea B, East half06.25" slump4.7% air - 3,000 3000600%

CT # 00763 Passed027-33/26/2008ConcreteWater Tower, Footing #3288" slump? 4,875 4,000 400065122% 4,847.5

CT # 00764 Passed027-43/26/2008ConcreteWater Tower, Footing #3288" slump? 4,820 4,000 400065121%

CT # 00765 Passed067-03/26/2008ConcreteArea A SOG, Gridline 55-57, V-Q6.25" slump4.4% air - 3,000 3000600%

CT # 00766 Passed068-03/26/2008ConcreteArea A SOG, Gridline 60-67, AA-AQ5.75" slump6% air - 3,000 3000600%

CT # 00767 Passed069-03/26/2008ConcreteN. Grade Beams Dorm Area C, Gridline AQ-AZ8" slump10% air - 3,000 3000600%

CT # 00772 Passed076-03/27/2008ConcreteBathroom Floor Area B, S side6" slump4.4% air - 3,000 3000600%

CT # 00781 Passed077-03/31/2008ConcreteArea F SOG, Classrooms and Central Corridor6" slump4.4% air - 3,000 3000600%

CT # 00793 Passed033-34/1/2008ConcreteExterior Grade Beam, Area B28 day5" slump4.2% air 4,775 3,000 300060159% 4,750.0

Page 7 of 44




QC TESTS - Cont.

CT # 00794 Passed033-44/1/2008ConcreteExterior Grade Beam, Area B28 day5" slump4.2% air 4,725 3,000 300060158%

CT # 00795 Passed078-04/1/2008ConcreteArea F SOG, 40-55' E of W end, S1/2, Classrooms0?? - 3,000 3000600%

CT # 00811 Passed083-04/3/2008ConcreteClassroom Area G SOG 0-20' from W end S1/28" slump? - 3,000 3000600%

CT # 00812 Passed084-04/3/2008ConcreteClassroom Area G SOG 40-60' W of E. edge7.5" slump? - 3,000 3000600%

CT # 00813 Passed034-24/3/2008ConcreteExterior Grade Beam, Area C front wall28 day9" slump3% air 4,820 3,000 300060161% 4,847.5

CT # 00814 Passed034-34/3/2008ConcreteExterior Grade Beam, Area C front wall28 day9" slump3% air 4,875 3,000 300060163%

CT # 00815 Passed085-04/7/2008ConcreteSOG Classrooms, N 1/2 Area F,20-40' W of E. end07" slump? - 3,000 3000600%

CT # 00816 Passed086-04/7/2008ConcreteSOG Classrooms, N 1/2 Area G,80-100' W of E. end06.75" slump? - 3,000 3000600%

CT # 00817 Passed087-04/7/2008ConcreteSOG Classrooms, N 1/2 Area G, 0-20' W of E. end05.75" slump? - 3,000 3000600%

CT # 00820 Failed044-34/8/2008ConcreteWater Tower28 day6.5" slump5.5% air 3,810 4,000 40006595% 3,797.5

CT # 00821 Failed044-44/8/2008ConcreteWater Tower28 day6.5" slump5.5% air 3,785 4,000 40006595%

CT # 00822 Passed088-04/8/2008ConcreteElevator Shaft Footing & Pad, Dorm Area A05.75" slump? - 3,000 3000600%

CT # 00829 Passed101-04/10/2008ConcreteLight Pole Bases throughout East Parking Lot04.5" slump4% air - 4,000 4000650%

CT # 00830 Passed102-04/10/2008ConcreteGrade beam in Dorm Area B 06.5" slump4% air - 3,000 3000600%

CT # 00831 Passed103-04/10/2008ConcreteGrade beam in Dorm Area B 07.5" slump4.4% air - 3,000 3000600%

CT # 00832 Passed051-34/10/2008ConcreteArea A, Dorm28 day7.75" slump6% air 3,550 3,000 300060118% 3,620.0

CT # 00833 Passed051-44/10/2008ConcreteArea A, Dorm28 day7.75" slump6% air 3,690 3,000 300060123%

CT # 00836 Passed052-34/15/2008ConcreteArea A, Corridor28 day7.75" slump5%

Page 8 of 44




QC TESTS - Cont.

air 5,155 3,000 300060172% 5,172.5

CT # 00837 Passed052-44/15/2008ConcreteArea A, Corridor28 day7.75" slump5% air 5,190 3,000 300060173%

CT # 00842 Passed053-34/16/2008ConcreteArea B, Sixth Grade28 day5.75" slump5% air 4,505 3,000 300060150% 4,495.0

CT # 00843 Passed053-44/16/2008ConcreteArea B, Sixth Grade28 day5.75" slump5% air 4,485 3,000 300060150%

CT # 00846 Passed112-04/17/2008ConcreteDorm Area B, int.pier footing064.3 - 30003000600%

CT # 00848 Passed08-0944/17/2008Concrete Coarse AggregateWhite Mesa Materials

CT # 00849 Passed08-0954/17/2008Concrete Fine Aggregate White Mesa Materials

CT # 00850 Passed058-34/17/2008ConcreteArea B, Eight Grade28 day8" slump4.5% air 4,860 3,000 300060162% 4,920.0

CT # 00851 Passed058-44/17/2008ConcreteArea B, Eight Grade28 day8" slump4.5% air 4,980 3,000 300060166%

CT # 00852 Passed059-34/17/2008ConcreteTransformer Pads28 day6.5" slump5% air 4,020 4,000 400065101% 4,005.0

CT # 00853 Passed059-44/17/2008ConcreteTransformer Pads28 day6.5" slump5% air 3,990 4,000 400065100%

CT # 00854 Passed060-34/17/2008ConcreteArea E, North Wall28 day6.5" slump4.5% air 4,735 3,000 300060158% 4,715.0

CT # 00855 Passed060-44/17/2008ConcreteArea E, North Wall28 day6.5" slump4.5% air 4,695 3,000 300060157%

CT # 00860 Passed064-34/21/2008ConcreteSouth Most 12' of slab, Area B, East 1/228 day5" slump5.3% air 4,470 3,000 300060149% 4,522.5

CT # 00861 Passed064-44/21/2008ConcreteSouth Most 12' of slab, Area B, East 1/228 day5" slump5.3% air 4,575 3,000 300060153%

CT # 00865 Passed120-04/22/2008ConcreteArea B SOG08" slumpN/A30003000600%

CT # 00866 Passed121-04/22/2008ConcreteArea C SOG0?N/A30003000600%

CT # 00867 Passed122-04/22/2008ConcreteArea C SOG06.5" slumpN/A30003000600%

Page 9 of 44




QC TESTS - Cont.

CT # 00868 Reissued08-1144/22/2008Concrete Coarse AggregateWhite Mesa Materials

CT # 00869 Reissued08-1164/22/2008Concrete Fine AggregateWhite Mesa Materials

CT # 00870 Passed065-34/22/2008ConcreteArea B, East side28 day7.75" slump5.7% air 4,410 3,000 300060147% 4,387.5

CT # 00871 Passed065-44/22/2008ConcreteArea B, East side28 day7.75" slump5.7% air 4,365 3,000 300060146%

CT # 00872 Passed066-34/22/2008ConcreteArea B, East half28 day6.25" slump4.7% air 5,050 3,000

CT # 00873 Passed066-44/22/2008ConcreteArea B, East half28 day6.25" slump4.7% air 4,900 3,000 300060163%

CT # 00876 Passed123-04/23/2008ConcreteArea C SOG08" slumpN/A30003000600%

CT # 00877 Passed124-04/23/2008ConcreteDorm Area A SOG06.5" slumpN/A30003000600%


CT # 00879 Passed067-34/23/2008ConcreteArea A SOG, Gridline 55-57, V-Q28 day6.25" slump4.4% air 4,305 3,000 300060144% 4,220.0

CT # 00880 Passed067-44/23/2008ConcreteArea A SOG, Gridline 55-57, V-Q28 day6.25" slump4.4% air 4,135 3,000 300060138%

CT # 00881 Passed068-34/23/2008ConcreteArea A SOG, Gridline 60-67, AA-AQ28 day5.75" slump6% air 4,525 3,000 300060151% 4,560.0

CT # 00882 Passed068-44/23/2008ConcreteArea A SOG, Gridline 60-67, AA-AQ28 day5.75" slump6% air 4,595 3,000 300060153%

CT # 00883 Passed069-34/23/2008ConcreteN. Grade Beams Dorm Area C, Gridline AQ-AZ28 day8" slump10% air 3,705 3,000 300060124% 3,702.5

CT # 00884 Passed069-44/23/2008ConcreteN. Grade Beams Dorm Area C, Gridline AQ-AZ28 day8" slump10% air 3,700 3,000 300060123%

CT # 00886 Passed127-04/24/2008ConcreteDorm Area C SOG07.75" slumpN/A30003000600%

CT # 00887 Passed128-04/24/2008 Concrete07.5" slumpN/A30003000600%

Page 10 of 44




QC TESTS - Cont.

CT # 00888 Passed129-04/24/2008ConcreteArea D SOG05.75" slumpN/A30003000600%


CT # 00890 Reissued08-1174/24/2008Concrete Fine Aggregate White Mesa Materials

CT # 00892 Passed076-34/24/2008ConcreteBathroom Floor Area B, S side28 day6" slump4.4% air 4,700 3,000 300060157% 4,715.0

CT # 00893 Passed076-44/24/2008ConcreteBathroom Floor Area B, S side28 day6" slump4.4% air 4,730 3,000 300060158%

CT # 00895 Passed077-34/28/2008ConcreteArea F SOG, Classrooms and Central Corridor28 day6" slump4.4% air 4,370 3,000 300060146% 4,302.5

CT # 00896 Passed077-44/28/2008ConcreteArea F SOG, Classrooms and Central Corridor28 day6" slump4.4% air 4,235 3,000 300060141%

CT # 00897 Passed135-04/29/2008ConcreteLight Pole Bases04.75" slump4% air40004000650%

CT # 00898 Passed078-34/29/2008ConcreteArea F SOG, 40-55' E of W end, S1/2, Classrooms28 day?? 5,225 3,000 300060174% 5,262.5

CT # 00899 Passed078-44/29/2008ConcreteArea F SOG, 40-55' E of W end, S1/2, Classrooms28 day?? 5,300 3,000 300060177%

CT # 00900 Passed136-04/30/2008ConcreteArea E GB06.75" slump4.2% air30003000600%

CT # 00901 Passed151-04/30/2008ConcreteDorm Area B SOG07.75" slumpN/A30003000600%



CT # 00905 Passed083-35/1/2008ConcreteClassroom Area G SOG 0-20' from W end S1/228 day8" slump? 5,020 3,000 300060167% 4,940.0

CT # 00906 Passed083-45/1/2008ConcreteClassroom Area G SOG 0-20' from W end S1/228 day8" slump? 4,860 3,000 300060162%

CT # 00907 Passed084-35/1/2008ConcreteClassroom Area G SOG 40-60' W of E. edge28 day7.5" slump? 4,850 3,000 300060162% 4,862.5

Page 11 of 44




QC TESTS - Cont.

CT # 00908 Passed084-45/1/2008ConcreteClassroom Area G SOG 40-60' W of E. edge28 day7.5" slump? 4,875 3,000 300060163%

CT # 00930 Passed085-35/5/2008ConcreteSOG Classrooms, N 1/2 Area F,20-40' W of E. end28 day7" slump? 5,230 3,000 300060174% 5,222.5

CT # 00931 Passed085-45/5/2008ConcreteSOG Classrooms, N 1/2 Area F,20-40' W of E. end28 day7" slump? 5,215 3,000 300060174%

CT # 00932 Passed086-35/5/2008ConcreteSOG Classrooms, N 1/2 Area G,80-100' W of E. end28 day6.75" slump? 5,365 3,000 300060179% 5,332.5

CT # 00933 Passed086-45/5/2008ConcreteSOG Classrooms, N 1/2 Area G,80-100' W of E. end28 day6.75" slump? 5,300 3,000 300060177%

CT # 00934 Passed087-35/5/2008ConcreteSOG Classrooms, N 1/2 Area G, 0-20' W of E. end28 day5.75" slump? 5,290 3,000 300060176% 5,290.0

CT # 00935 Passed087-45/5/2008ConcreteSOG Classrooms, N 1/2 Area G, 0-20' W of E. end28 day5.75" slump? 5,290 3,000 300060176%

CT # 00948 Passed152-05/6/2008ConcreteDorm Area B SOG08.5" slumpN/A30003000600%



CT # 00954 Passed088-35/6/2008ConcreteElevator Shaft Footing & Pad, Dorm Area A28 day5.75" slump? 4,675 3,000 300060156% 4,630.0

CT # 00955 Passed088-45/6/2008ConcreteElevator Shaft Footing & Pad, Dorm Area A28 day5.75" slump? 4,585 3,000 300060153%


CT # 00964 Passed154-05/7/2008ConcreteArea D SOG08" slumpN/A30003000600%

CT # 00965 Passed155-05/7/2008ConcreteArea D SOG05.75" slump5.8% air30003000600%

CT # 00981 Passed101-35/8/2008ConcreteLight Pole Bases throughout East Parking Lot28 day4.5" slump4% air 4,930 4,000 400065123% 4,820.0

CT # 00982 Passed101-45/8/2008ConcreteLight Pole Bases throughout East Parking Lot28 day4.5" slump4% air 4,710 4,000 400065118%

Page 12 of 44




QC TESTS - Cont.

CT # 00983 Passed102-35/8/2008ConcreteGrade beam in Dorm Area B 28 day6.5" slump4% air 4,160 3,000 300060139% 4,180.0

CT # 00984 Passed102-45/8/2008ConcreteGrade beam in Dorm Area B 28 day6.5" slump4% air 4,200 3,000 300060140%

CT # 00985 Passed103-35/8/2008ConcreteGrade beam in Dorm Area B 28 day7.5" slump4.4% air 4,010 3,000 300060134% 4,025.0

CT # 00986 Passed103-45/8/2008ConcreteGrade beam in Dorm Area B 28 day7.5" slump4.4% air 4,040 3,000 300060135%

CT # 01000 Passed171-05/14/2008ConcreteLight Pole Bases08" slump5.9% air040004000650%

CT # 01007 Passed172-05/15/2008ConcreteArea E GB07" slump4% air030003000600%



CT # 01014 Passed112-35/15/2008ConcreteDorm Area B, int.pier footing286" slump4.3% air44653000300060149%4487.5

CT # 01015 Passed112-45/15/2008ConcreteDorm Area B, int.pier footing286" slump4.3% air45103000300060150%

CT # 01024 Passed187-05/20/2008Concrete05.75" slump4% air030003000600%

CT # 01025 Passed120-35/20/2008ConcreteArea B SOG288" slumpN/A48403000300060161%4872.5

CT # 01026 Passed120-45/20/2008ConcreteArea B SOG288" slumpN/A49053000300060164%

CT # 01027 Passed121-35/20/2008ConcreteArea C SOG28?N/A47753000300060159%4752.5

CT # 01028 Passed121-45/20/2008ConcreteArea C SOG28?N/A47303000300060158%

CT # 01029 Passed122-35/20/2008ConcreteArea C SOG286.5" slumpN/A48003000300060160%4737.5

CT # 01030 Passed122-45/20/2008ConcreteArea C SOG286.5" slumpN/A46753000300060156%

CT # 01049 Passed123-35/21/2008ConcreteArea C SOG288"

Page 13 of 44




QC TESTS - Cont.

slumpN/A43753000300060146%4422.5

CT # 01050 Passed123-45/21/2008ConcreteArea C SOG288" slumpN/A44703000300060149%

CT # 01051 Passed124-35/21/2008ConcreteDorm Area A SOG286.5" slumpN/A42903000300060143%4360.0




CT # 01057 Passed127-35/22/2008ConcreteDorm Area C SOG287.75" slumpN/A41953000300060140%4237.5

CT # 01058 Passed127-45/22/2008ConcreteDorm Area C SOG287.75" slumpN/A42803000300060143%

CT # 01059 Passed128-35/22/2008Concrete287.5" slumpN/A42853000300060143%4355.0

CT # 01060 Passed128-45/22/2008Concrete287.5" slumpN/A44253000300060148%

CT # 01061 Passed129-35/22/2008ConcreteArea D SOG285.75" slumpN/A44303000300060148%4495.0

CT # 01062 Passed129-45/22/2008ConcreteArea D SOG285.75" slumpN/A45603000300060152%

CT # 01079 Passed135-35/27/2008ConcreteLight Pole Bases284.75" slump4% air40954000400065102%4162.5

CT # 01080 Passed135-45/27/2008ConcreteLight Pole Bases284.75" slump4% air42304000400065106%

CT # 01083 Passed211-05/28/2008ConcreteArea E tie beam06" slump4.1% air030003000600%

CT # 01084 Passed136-35/28/2008ConcreteArea E GB286.75" slump4.2% air35453000300060118%3560

CT # 01085 Passed136-45/28/2008ConcreteArea E GB286.75" slump4.2% air35753000300060119%

CT # 01106 Passed226-06/2/2008ConcreteArea E SOG05.5" slumpN/A030003000600%

Page 14 of 44




QC TESTS - Cont.

CT # 01111 Passed217-06/3/2008ConcreteArea E SOG08" slumpN/A - 30003000600%

CT # 01112 Passed218-06/3/2008ConcreteArea E SOG05" slumpN/A - 30003000600%

CT # 01113 Passed151-36/3/2008ConcreteDorm Area B SOG287.75" slumpN/A 4,425 3000300060148%4542.5

CT # 01114 Passed151-46/3/2008ConcreteDorm Area B SOG287.75" slumpN/A 4,660 3000300060155%

CT # 01115 Passed152-36/3/2008ConcreteDorm Area B SOG288.5" slumpN/A 4,780 3000300060159%4795.0

CT # 01116 Passed152-46/3/2008ConcreteDorm Area B SOG288.5" slumpN/A 4,810 3000300060160%






CT # 01133 Passed154-36/4/2008ConcreteArea D SOG288" slumpN/A46353000300060155%4705.0

CT # 01134 Passed154-46/4/2008ConcreteArea D SOG288" slumpN/A47753000300060159%

CT # 01135 Passed155-36/4/2008ConcreteArea D SOG285.75" slump5.8% air44653000300060149%4512.5

CT # 01136 Passed155-46/4/2008ConcreteArea D SOG285.75" slump5.8% air45603000300060152%

CT # 01138 Passed227-06/5/2008ConcreteArea E SOG08" slumpN/A030003000600%

CT # 01139 Passed228-06/5/2008ConcreteArea E SOG08" slumpN/A030003000600%

CT # 01153 Passed08-1656/9/2008 Concrete Coarse AggregateWhite Mesa

Page 15 of 44




QC TESTS - Cont.

Materials

CT # 01154 Passed08-1666/9/2008Concrete Fine Aggregate White Mesa Materials

CT # 01172 Passed240-06/10/2008ConcreteEast parking, C&G01" slump4.8% air040004000600%

CT # 01177 Passed241-06/11/2008ConcreteEast parking, C&G01.5" slump4.2% air040004000600%

CT # 01180 Passed171-36/11/2008ConcreteLight Pole Bases28 day8" slump5.9% air40304000400065101%3987.5

CT # 01181 Passed171-46/11/2008ConcreteLight Pole Bases28 day8" slump5.9% air3945400040006599%

CT # 01187 Passed242-06/12/2008ConcreteEast parking, C&G01" slump4% air040004000650%

CT # 01188 Passed172-36/12/2008ConcreteArea E GB28 day7" slump4% air48353000300060161%4777.5

CT # 01189 Passed172-46/12/2008ConcreteArea E GB28 day7" slump4% air47203000300060157%



CT # 01205 Passed255-06/16/2008ConcreteLoading Dock05.75" slump6% air040004000600%

CT # 01217 Passed187-36/17/2008Concrete28 day5.75" slump4% air45253000300060151%4547.5

CT # 01218 Passed187-46/17/2008Concrete28 day5.75" slump4% air45703000300060152%

CT # 01228 Passed256-06/18/2008ConcreteLoading Dock, west wall06.25" slump5.2% air040004000600%

CT # 01253 Passed211-36/25/2008ConcreteArea E tie beam28 day6" slump4.1% air43803000300060146%4305.0

CT # 01254 Passed211-46/25/2008ConcreteArea E tie beam28 day6" slump4.1% air42303000300060141%

CT # 01265 Passed226-36/30/2008ConcreteArea E SOG28 day5.5" slumpN/A51703000300060172%5155.0

Page 16 of 44




QC TESTS - Cont.

CT # 01266 Passed226-46/30/2008ConcreteArea E SOG28 day5.5" slumpN/A51403000300060171%

CT # 01273 Passed217-37/1/2008ConcreteArea E SOG6/3/200828 day8" slumpN/A51453000300060172%5012.5

CT # 01274 Passed217-47/1/2008ConcreteArea E SOG6/3/200828 day8" slumpN/A48803000300060163%



CT # 01286 Passed219-37/2/2008ConcreteArea E SOG6/4/200828 day5.5" slumpN/A50753000300060169%5030.0

CT # 01287 Passed219-47/2/2008ConcreteArea E SOG6/4/200828 day5.5" slumpN/A49853000300060166%









CT # 01319 Passed240-37/8/2008ConcreteEast parking, C&G6/10/200828 day1" slump4.8% air43154000400060108%4365.0

CT # 01320 Passed240-47/8/2008ConcreteEast parking, C&G6/10/200828 day1" slump4.8% air44154000400060110%

CT # 01326 Passed241-37/9/2008ConcreteEast parking, C&G6/11/200828 day1.5"

Page 17 of 44




QC TESTS - Cont.

slump4.2% air47704000400060119%4585.0

CT # 01327 Passed241-47/9/2008ConcreteEast parking, C&G6/11/200828 day1.5" slump4.2% air44004000400060110%

CT # 01329 Passed320-07/10/2008ConcreteDorm Area A, 2nd floor06.75" slump03000380%

CT # 01330 Passed321-07/10/2008ConcreteDorm Area C, 2nd floor07.5" slump0030003000600%

CT # 01331 Passed322-07/10/2008ConcreteDorm Area C, 2nd floor000030003000600%



CT # 01334 Passed242-37/10/2008ConcreteEast parking, C&G6/12/200828 day1" slump4% air47304000400065118%4652.5

CT # 01335 Passed242-47/10/2008ConcreteEast parking, C&G6/12/200828 day1" slump4% air45754000400065114%

CT # 01345 Failed255-37/14/2008ConcreteLoading Dock6/16/200828 day5.75" slump6% air 2,895 3,500 40006083% 2,900 Fail

CT # 01346 Failed255-47/14/2008ConcreteLoading Dock6/16/200828 day5.75" slump6% air 2,905 3,500 40006083% 2,900 Fail

CT # 01352 Passed323-07/15/2008ConcreteLoading Dock, east floor05.5" slump5% air040004000600%

CT # 01353 Passed326-07/15/2008ConcreteOld school C&G00.75" slump4% air040004000600%

CT # 01357 Passed324-07/16/2008ConcreteLoading Dock, SW corner05" slump5.5% air040004000600%

CT # 01358 Passed325-07/16/2008ConcreteDorm Area C05.5" slumpN/A030003000600%

CT # 01359 Failed256-37/16/2008ConcreteLoading Dock, west wall6/18/200828 day6.25" slump5.2% air 3,250 3,500 40006093% 3,105 Fail

CT # 01360 Failed256-47/16/2008ConcreteLoading Dock, west wall6/18/200828 day6.25" slump5.2% air 2,960 3,500 40006085% 3,105 Fail


Page 18 of 44




QC TESTS - Cont.


CT # 01369 Passed329-07/18/2008ConcreteOld school C&G01" slump4% air040004000600%

CT # 01374 Passed330-07/22/2008ConcreteDorm Area B, Mech Room07.25" slumpN/A030003000600%

CT # 01381 Passed331-07/23/2008ConcreteWest Valley gutter07.25" slump7.1% air040004000-650%

CT # 01387 Passed332-07/24/2008ConcreteLoading Dock, steps and upper deck05" slump6% air04000N/A0%

CT # 01388 Passed333-07/24/2008ConcreteOld school C&G05.5" slump5% air040004000-650%

CT # 01395 Passed347-07/25/2008ConcreteEast Parking C&G07" slump4.2% air040004000-650%

CT # 01408 Passed348-07/29/2008ConcreteWest Valley gutter06" slump6% air040004000-650%

CT # 01415 Passed349-07/30/2008ConcreteEast Parking C&G05.5" slump5% air040004000-650%


CT # 01425 Passed357-07/31/2008ConcreteMudmats in K-806.5" slumpN/A030003000600%

CT # 01426 Passed358-07/31/2008ConcreteEast Parking C&G06.5" slump4.6% air040004000-650%

CT # 01431 QA Verify359-08/4/2008ConcreteValley Gutter at Old school Rd.8/4/2008 - 7.5" slump 6.5% air - 4,000 3000600%

CT # 01432 QA Verify360-08/4/2008ConcreteArea E entry mats8/4/2008 - 5.5" slump N/A - 4,000 4000-650%

CT # 01439 Passed361-08/5/2008ConcreteDorm entry mats8/5/2008 - 3.25" slump N/A - 3,000 3000600%

CT # 01440 Passed362-08/5/2008ConcreteWest valley gutter, Sta. 5+25 -6+258/5/2008 - 5.75" slump 4.1% air - 4,000 4000-650%

CT # 01450 Passed364-08/7/2008ConcreteWest valley gutter, Sta. 4+25 - 5+258/7/2008 - 5.25" slump 4.5% air - 4,000

Page 19 of 44




QC TESTS - Cont.

4000-650%

CT # 01451 Reissued08-2068/8/2008 Concrete Coarse AggregateWhite Mesa Materials8/7/2008

CT # 01452 Reissued08-2078/8/2008 Concrete Fine Aggregate White Mesa Materials8/7/2008

CT # 01456 Passed320-38/7/2008ConcreteDorm Area A, 2nd floor7/10/200828 day6.75" slump0 5,305 3,000 300060177% 5,285

CT # 01457 Passed320-48/7/2008ConcreteDorm Area A, 2nd floor7/10/200828 day6.75" slump0 5,265 3,000 300060176%

CT # 01458 Passed321-38/7/2008ConcreteDorm Area C, 2nd floor7/10/200828 day7.5" slump0 5,460 3,000 300060182% 5,443

CT # 01459 Passed321-48/7/2008ConcreteDorm Area C, 2nd floor7/10/200828 day7.5" slump0 5,425 3,000 300060181%

CT # 01460 Passed322-38/7/2008ConcreteDorm Area C, 2nd floor7/10/200828 day00 5,280 3,000 300060176% 5,360

CT # 01461 Passed322-48/7/2008ConcreteDorm Area C, 2nd floor7/10/200828 day00 5,440 3,000 300060181%

CT # 01465 Passed367-08/11/2008ConcreteWest Roadway, inverted crown 3+25 -4+258/11/20080day4.75 in slump4.1 % air - 3,500 4000-650%

CT # 01475 Passed366-08/12/2008ConcreteCurb and gutter, SW area of parking lot8/12/20080day3.5 in slump4.6 % air - 3,500 4000-650%

CT # 01478 QA Verify323-38/12/2008ConcreteLoading Dock, east floor7/15/200828day5.5 in slump5 % air 3,620 3,500 400060103% 3,675 Pass

CT # 01479 QA Verify323-48/12/2008ConcreteLoading Dock, east floor7/15/200828day5.5 in slump5 % air 3,730 3,500 400060107% 3,675 Pass

CT # 01485 Passed365-08/13/2008ConcreteCurb and gutter, main parking lot, NE bullnose to 100' w of pot8/13/20080day0.75 in slump4.1 % air - 3,500 4000-650%

CT # 01490 QA Verify324-38/13/2008ConcreteLoading Dock, SW corner7/16/200828day5 in slump5.5 % air 3,675 3,500 400060105% 3,668 Pass

CT # 01491 QA Verify324-48/13/2008ConcreteLoading Dock, SW corner7/16/200828day5 in slump5.5 % air 3,660 3,500

Page 20 of 44




QC TESTS - Cont.

400060105% 3,668 Pass

CT # 01492 QA Verify325-38/13/2008ConcreteDorm Area C7/16/200828day5.5 in slumpN/A 4,195 3,000 300060140% 4,333 Pass

CT # 01493 QA Verify325-48/13/2008ConcreteDorm Area C7/16/200828day5.5 in slumpN/A 4,470 3,000 300060149% 4,333 Pass

CT # 01494 Passed374-08/14/2008ConcreteCurb and gutter, fill ins8/14/20080day1.5 in slump5.1 % air - 3,500 4000-650%

CT # 01497 QA Verify326-38/14/2008ConcreteOld school C&G7/15/200828day0.75 in slump4 % air 4,965 3,500 400060142% 5,003 Pass

CT # 01498 QA Verify326-48/14/2008ConcreteOld school C&G7/15/200828day0.75 in slump4 % air 5,040 3,500 400060144% 5,003 Pass

CT # 01501 QA Verify329-38/15/2008ConcreteOld school C&G7/18/200828day1 in slump4 % air 4,565 3,500 400060130% 4,593 Pass

CT # 01502 QA Verify329-48/15/2008ConcreteOld school C&G7/18/200828day1 in slump4 % air 4,620 3,500 400060132% 4,593 Pass

CT # 01505 QA VerifyRetest of CT-01345 and CT-01346

255-58/11/2008ConcreteLoading Dock6/16/2008565.756628.27 3,730 3,500 400060107% 3,730 Pass


256-58/13/2008ConcreteLoading Dock, west wall6/18/2008566.255.2628.27 3,790 3,500 400060108% 3,790 Pass

CT # 01513 QA Verify08-2138/15/2008CAGradation

CT # 01514 QA Verify08-2128/15/2008FAGradation

CT # 01526 QA Verify330-28/19/2008ConcreteDorm Area B, Mech Room7/22/200828day7.25 in slumpN/A 4,415 3,000 300060147% 4,423 Pass

CT # 01527 QA Verify330-38/19/2008ConcreteDorm Area B, Mech Room7/22/200828day7.25 in slumpN/A 4,430 3,000 300060148% 4,423 Pass

CT # 01536 QA Verify2592-08/20/2008ConcreteStorm Drain8/20/20080day5.5 in slump6 % air - 3,500 4000-650%

CT # 01537 QA Verify2593-08/20/2008ConcreteChiller Pad8/20/20080day7.5 in slump6 % air - 3,500 4000-650%

Page 21 of 44




QC TESTS - Cont.

CT # 01538 Failed331-38/20/2008ConcreteWest Valley gutter7/23/200828day7.25 in slump7.1 % air 3,065 3,500 4000-6588% 3,108 Fail

CT # 01539 Failed331-48/20/2008ConcreteWest Valley gutter7/23/200828day7.25 in slump7.1 % air 3,150 3,500 4000-6590% 3,108 Fail


331-59/17/2008ConcreteWest Valley gutter7/23/200856day7.25 in slump7.1 % air 3,685 3,500 4000-65105% 3,685 Pass

CT # 01547 QA Verify2599-08/21/2008ConcreteSidewalk, Sta 6+50AA LT8/21/20080day5.5 in slump6.1 % air - 3,500 4000-650%

CT # 01548 QA Verify332-38/21/2008ConcreteLoading Dock, steps and upper deck7/24/200828day5 in slump6 % air 3,790 3,500 400065108% 3,788 Pass


CT # 01550 QA Verify333-38/21/2008ConcreteOld school C&G7/24/200828day5.5 in slump5 % air 3,830 3,500 4000-65109% 3,803 Pass


CT # 01556 QA Verify148/21/2008NukeOld School Rd. Sidewalk LT @ STA 3+20AA / 3' South of light post8" B.F.G.100.0PassRed Silty Sand

CT # 01557 QA Verify158/21/2008NukeOld School Rd. Sidewalk LT @ STA 4+00 AA / 1' from curb8" B.F.G.100.9PassRed Silty Sand

CT # 01558 QA Verify168/21/2008NukeOld School Rd. Sidewalk LT @STA 5+50AA / 1' from curb8" B.F.G.100.0PassRed Silty Sand

CT # 01559 QA Verify347-38/22/2008ConcreteEast Parking C&G7/25/200828day7 in slump4.2 % air 3,615 3,500 4000-65103% 3,658 Pass


CT # 01561 QA Verify2622-08/25/2008ConcreteSidewalk, Sta 8+50AA LT8/25/20080day6 in slump6 % air - 3,500 4000-650%

CT # 01568 QA Verify2623-08/26/2008ConcreteSidewalk, Sta 3+50AA LT8/26/20080day6 in slump5.8 % air - 3,500 4000-650%

CT # 01569 Failed348-38/26/2008ConcreteWest Valley gutter7/29/200828day6 in

Page 22 of 44




QC TESTS - Cont.

slump6 % air 3,180 3,500 4000-6591% 3,183 Fail

CT # 01570 Failed348-48/26/2008ConcreteWest Valley gutter7/29/200828day6 in slump6 % air 3,185 3,500 4000-6591% 3,183 Fail


348-59/23/2008ConcreteWest Valley gutter7/29/200856day6 in slump6 % air 3,695 3,500 4000-65106% 3,695 Pass

CT # 01583 QA Verify2624-08/27/2008ConcreteHadicap slab, Sta 10+50AA LT8/27/20080day6 in slump6 % air - 3,500 4000-650%

CT # 01584 Failed349-38/27/2008ConcreteEast Parking C&G7/30/200828day5.5 in slump5 % air 3,025 3,500 4000-6586% 3,103 Fail

CT # 01585 Failed349-48/27/2008ConcreteEast Parking C&G7/30/200828day5.5 in slump5 % air 3,180 3,500 4000-6591% 3,103 Fail


349-59/24/2008ConcreteEast Parking C&G7/30/200856day5.5 in slump5 % air 3,815 3,500 4000-65109% 3,815 Pass

CT # 01593 QA Verify357-38/28/2008ConcreteMudmats in K-87/31/200828day6.5 in slumpN/A 4,990 3,000 300060166% 5,000 Pass

CT # 01594 QA Verify357-48/28/2008ConcreteMudmats in K-87/31/200828day6.5 in slumpN/A 5,010 3,000 300060167% 5,000 Pass

CT # 01595 QA Verify358-38/28/2008ConcreteEast Parking C&G7/31/200828day6.5 in slump4.6 % air 3,835 3,500 4000-65110% 3,828 Pass


CT # 01602 QA Verify359-39/1/2008ConcreteValley Gutter at Old school Rd.8/4/200828day7.5 in slump6.5 % air 3,755 3,500 400065107% 3,753 Pass


CT # 01604 QA Verify360-39/1/2008ConcreteArea E entry mats8/4/200828day5.5 in slumpN/A 4,655 3,000 300060155% 4,690 Pass

CT # 01605 QA Verify360-49/1/2008ConcreteArea E entry mats8/4/200828day5.5 in slumpN/A 4,725 3,000 300060158% 4,690 Pass

CT # 01608 QA Verify2641-09/2/2008ConcreteSidewalk9/2/20080day6.5 in slump6.5 % air - 3,500 4000-650%

Page 23 of 44




QC TESTS - Cont.

CT # 01609 QA Verify361-39/2/2008ConcreteWest valley gutter, Sta. 5+25 -6+258/5/200828day5.75 in slump4.1 % air 3,655 3,500 4000-65104% 3,630 Pass


CT # 01611 QA Verify362-39/2/2008ConcreteDorm entry mats8/5/200828day3.25 in slumpN/A 4,925 3,000 300060164% 4,910 Pass

CT # 01612 QA Verify362-49/2/2008ConcreteDorm entry mats8/5/200828day3.25 in slumpN/A 4,895 3,000 300060163% 4,910 Pass


CT # 01622 QA Verify26759/4/2008CAGradation

CT # 01623 QA Verify26749/4/2008FAGradation

CT # 01624 QA Verify2647-09/4/2008ConcreteSidewalk9/4/20080day7.5 in slump7 % air - 3,500 4000-650%

CT # 01625 QA Verify364-39/4/2008ConcreteWest valley gutter, Sta. 4+25 - 5+258/7/200828day5.25 in slump4.5 % air 3,790 3,500 4000-65108% 3,773 Pass


CT # 01627 QA Verify367-39/8/2008ConcreteWest Roadway, inverted crown 3+25 -4+258/11/200828day4.75 in slump4.1 % air 3,975 3,500 4000-65114% 3,893 Pass


CT # 01631 QA Verify2669-09/9/2008ConcreteCurb and Gutter9/9/20080day4.5 in slump6.1 % air - 3,500 4000-650%

CT # 01632 QA Verify366-39/9/2008ConcreteCurb and gutter, SW area of parking lot8/12/200828day3.5 in slump4.6 % air 3,610 3,500 4000-65103% 3,608 Pass


CT # 01634 QA Verify323-59/9/2008ConcreteLoading Dock, east

Page 24 of 44




QC TESTS - Cont.

floor7/15/200856day5.5 in slump5 % air 4,310 3,500 400060123% 4,310 Pass

CT # 01639 QA Verify2672-09/10/2008ConcreteDorm Dumpster Pad9/10/20080day6 in slump5 % air - 3,500 4000-650%

CT # 01640 QA Verify365-39/10/2008ConcreteCurb and gutter, main parking lot, NE bullnose to 100' w of pot8/13/200828day0.75 in slump4.1 % air 4,440 3,500 4000-65127% 4,428 Pass

CT # 01641 QA Verify365-49/10/2008ConcreteCurb and gutter, main parking lot, NE bullnose to 100' w of pot8/13/200828day0.75 in slump4.1 % air 4,415 3,500 4000-65126% 4,428 Pass

CT # 01642 QA Verify324-59/10/2008ConcreteLoading Dock, SW corner7/16/200856day5 in slump5.5 % air 4,310 3,500 400060123% 4,310 Pass



CT # 01649 QA Verify374-39/11/2008ConcreteCurb and gutter, fill ins8/14/200828day1.5 in slump5.1 % air 4,200 3,500 4000-65120% 4,333 Pass

CT # 01650 QA Verify374-49/11/2008ConcreteCurb and gutter, fill ins8/14/200828day1.5 in slump5.1 % air 4,465 3,500 4000-65128% 4,333 Pass

CT # 01658 QA Verify2709-09/15/2008ConcreteCurb and Gutter9/15/20080 day4 in slump5 % air - 3,500 4000-650%

CT # 01659 QA Verify359/15/2008NukeSidewalk pad against loading dock wing, 30' North of stairsFSG100.3PassRed Silty Sand

CT # 01660 QA Verify369/15/2008NukeSidewalk pad against loading dock wing, 60' North of stairsFSG98.9PassRed Silty Sand

CT # 01661 QA Verify379/15/2008NukeIntersecting pad @ sidewalk drains just East of loading dockFSG99.6PassRed Silty Sand

CT # 01662 QA Verify2710-09/16/2008ConcreteCurb and Gutter9/16/20080day6.5 in slump6.1 % air - 3,500 4000-650%

CT # 01667 QA Verify2711-09/17/2008ConcreteSidewalk9/17/20080day6 in slump6 % air - 3,500 4000-650%

CT # 01668 QA Verify2592-39/17/2008ConcreteStorm Drain8/20/200828day5.5 in slump6 % air 3,630 3,500 4000-65104% 3,560 Pass

CT # 01669 QA Verify2592-49/17/2008ConcreteStorm Drain8/20/200828day5.5 in

Page 25 of 44




QC TESTS - Cont.

slump6 % air 3,490 3,500 4000-65100% 3,560 Pass

CT # 01670 Failed2593-39/17/2008ConcreteChiller Pad8/20/200828day7.5 in slump6 % air 3,420 3,500 4000-6598% 3,340 Fail

CT # 01671 Failed2593-49/17/2008ConcreteChiller Pad8/20/200828day7.5 in slump6 % air 3,260 3,500 4000-6593% 3,340 Fail

CT # 01672 QA Verify2596-29/17/2008GroutRm 260, top lift8/20/200828day9 in slumpN/A 3,840 2,000 N/A192% 3,795 Pass

CT # 01681 QA VerifyRetest of CT-01670 and CT01671

2593-510/15/2008ConcreteChiller Pad8/20/200856day7.5 in slump6 % air 3,880 3,500 4000-65111% 3,880 Pass


CT # 01683 Failed2599-49/18/2008ConcreteSidewalk, Sta 6+50AA LT8/21/200828day5.5 in slump6.1 % air 3,320 3,500 4000-6595% 3,315 Fail

CT # 01684 Failed2599-39/18/2008ConcreteSidewalk, Sta 6+50AA LT8/21/200828day5.5 in slump6.1 % air 3,310 3,500 4000-6595% 3,315 Fail




2599-510/16/2008ConcreteSidewalk, Sta 6+50AA LT8/21/200856day5.5 in slump6.1 % air 3,790 3,500 4000-65108% 3,790 Pass


CT # 01691 QA Verify2742-09/22/2008ConcreteCurb and Gutter9/22/20080day4.5 in slump5 % air - 3,500 4000-650%

CT # 01692 Failed2622-39/22/2008ConcreteSidewalk, Sta 8+50AA LT8/25/200828day6 in slump6 % air 3,090 3,500 4000-6588% 3,160 Fail

CT # 01693 Failed2622-49/22/2008ConcreteSidewalk, Sta 8+50AA LT8/25/200828day6 in slump6 % air 3,230 3,500

Page 26 of 44




QC TESTS - Cont.

4000-6592% 3,160 Fail


2622-510/20/2008ConcreteSidewalk, Sta 8+50AA LT8/25/200856day6 in slump6 % air 4,080 3,500 4000-65117% 4,080 Pass


CT # 01699 Failed2623-39/23/2008ConcreteSidewalk, Sta 3+50AA LT8/26/200828day6 in slump5.8 % air 3,180 3,500 4000-6591% 3,200 Fail

CT # 01700 Failed2623-49/23/2008ConcreteSidewalk, Sta 3+50AA LT8/26/200828day6 in slump5.8 % air 3,220 3,500 4000-6592% 3,200 Fail


2623-510/21/2008ConcreteSidewalk, Sta 3+50AA LT8/26/200856day6 in slump5.8 % air 3,950 3,500 4000-65113% 3,950 Pass

CT # 01704 QA Verify2744-09/24/2008ConcreteCurb and Gutter9/24/20080day6 in slump5.6 % air - 3,500 4000-650%

CT # 01705 Failed2624-39/24/2008ConcreteHadicap slab, Sta 10+50AA LT8/27/200828day6 in slump6 % air 2,540 3,500 4000-6573% 2,830 Fail

CT # 01706 Failed2624-49/24/2008ConcreteHandicap slab, Sta 10+50AA LT8/27/200828day6 in slump6 % air 3,120 3,500 4000-6589% 2,830 Fail


2624-510/22/2008ConcreteHadicap slab, Sta 10+50AA LT8/27/200856day6 in slump6 % air 3,940 3,500 4000-65113% 3,940 Pass



CT # 01713 QA Verify2757-09/25/2008ConcreteSidewalk9/25/20080day6 in slump6.2 % air - 3,500 4000-650%


CT # 01717 QA Verify2774-09/29/2008ConcreteSidewalk9/29/20080day7.5 in

Page 27 of 44




QC TESTS - Cont.

slump5 % air - 3,500 4000-650%



CT # 01720 QA Verify2641-39/30/2008ConcreteSidewalk9/2/200828day6.5 in slump6.5 % air 3,600 3,500 4000-65103% 3,560 Pass



CT # 01733 QA Verify2776-010/1/2008ConcreteDorm Dumpster Pad10/1/20080day6 in slump5.6 % air - 3,500 4000-650%

CT # 01734 Failed2646-310/1/2008ConcreteSidewalk9/3/200828day7.5 in slump5.9 % air 3,210 3,500 4000-6592% 3,140 Fail

CT # 01735 Failed2646-410/1/2008ConcreteSidewalk9/3/200828day7.5 in slump5.9 % air 3,070 3,500 4000-6588% 3,140 Fail


2646-510/29/2008ConcreteSidewalk9/3/200856day7.5 in slump5.9 % air 3,690 3,500 4000-65105% 3,690 Pass


CT # 01743 Failed2647-310/2/2008ConcreteSidewalk9/4/200828day7.5 in slump7 % air 3,450 3,500 4000-6599% 3,325 Fail





2647-510/30/2008ConcreteSidewalk9/4/200856day7.5 in slump7 % air 3,540 3,500 4000-65101% 3,540 Pass

Page 28 of 44




QC TESTS - Cont.

CT # 01755 QA Verify2797-010/6/2008ConcreteSD Outlet10/6/20080day5.5 in slump5 % air - 3,500 4000-650%


CT # 01772 QA Verify2822-010/7/2008ConcreteK-8 Dumpster Pad10/7/20080day6.5 in slump5 % air - 3,500 4000-650%

CT # 01773 Failed2669-310/7/2008ConcreteCurb and Gutter9/9/200828day4.5 in slump6.1 % air 3,190 3,500 4000-6591% 3,300 Fail

CT # 01774 Failed2669-410/7/2008ConcreteCurb and Gutter9/9/200828day4.5 in slump6.1 % air 3,410 3,500 4000-6597% 3,300 Fail


CT # 01781 Awaiting ResultsRetest of CT-01773 and CT-01774

2669-310/7/2008ConcreteCurb and Gutter9/9/200828day4.5 in slump6.1 % air 3,190 3,500 4000-6591% 3,300 Fail

CT # 01782 QA Verify2825-010/8/2008ConcreteK-8 Dumpster Pad10/8/20080day8.5 in slump5.5 % air - 3,500 4000-650%

CT # 01783 QA Verify2672-310/8/2008ConcreteDorm Dumpster Pad9/10/200828day6 in slump5 % air 3,870 3,500 4000-65111% 3,880 Pass

CT # 01784 QA Verify2672-410/8/2008ConcreteDorm Dumpster Pad9/10/200828day6 in slump5 % air 3,890 3,500 4000-65111% 3,880 Pass

CT # 01790 QA Verify2827-010/9/2008ConcreteK-8 Dumpster Pad10/9/20080day6 in slump5.8 % air - 3,500 4000-650%

CT # 01793 QA Verify2709-310/13/2008ConcreteCurb and Gutter9/15/200828day4 in slump5 % air 4,130 3,500 4000-65118% 4,165 Pass

CT # 01794 QA Verify2709-410/13/2008ConcreteCurb and Gutter9/15/200828day4 in slump5 % air 4,200 3,500 4000-65120% 4,165 Pass

CT # 01816 QA Verify2710-310/14/2008ConcreteCurb and Gutter9/16/200828day6.5 in slump6.1 % air 3,590 3,500 4000-65103% 3,640 Pass

CT # 01817 QA Verify2710-410/14/2008ConcreteCurb and Gutter9/16/200828day6.5 in slump6.1 % air 3,690 3,500 4000-65105% 3,640 Pass

CT # 01842 QA Verify2711-310/15/2008ConcreteSidewalk9/17/200828day6 in slump6 % air 3,500 3,500 4000-65100% 3,520 Pass

Page 29 of 44




QC TESTS - Cont.





CT # 01875 QA Verify2742-310/20/2008ConcreteCurb and Gutter9/22/200828day4.5 in slump5 % air 3,980 3,500 4000-65114% 4,020 Pass

CT # 01876 QA Verify2742-410/20/2008ConcreteCurb and Gutter9/22/200828day4.5 in slump5 % air 4,060 3,500 4000-65116% 4,020 Pass

CT # 01879 QA Verify2885-010/21/2008ConcreteSidewalk, Sta 1+50 AA LT10/21/20080day6.5 in slump5 % air - 3,500 4000-650%

CT # 01880 QA Verify2743-310/21/2008ConcreteSidewalk9/23/200828day6.5 in slump6 % air 3,730 3,500 4000-65107% 3,655 Pass


CT # 01884 QA Verify13810/21/2008NukeCenter of Pad for North Court Grid C-6 Sheet B105FSG100.0PassRed Silty Sand

CT # 01885 QA Verify13910/21/2008NukeCenter of West Court Pad Grid B-5 Sheet B105 FSG100.0PassRed Silty Sand

CT # 01886 QA Verify14010/21/2008Nuke100' of Fence at Grid C-5 Inline with Centerline of North CourtFSG100.0PassRed Silty Sand

CT # 01887 QA Verify14110/21/2008NukeCenter of Play Ground Grid D-5 Sheet B105 FSG100.0PassRed Silty Sand

CT # 01889 QA Verify2887-010/22/2008ConcreteSidewalk10/22/20080day7 in slump6 % air - 3,500 4000-650%

CT # 01890 QA Verify2744-310/22/2008ConcreteCurb and Gutter9/24/200828day6 in slump5.6 % air 3,580 3,500 4000-65102% 3,645 Pass



Page 30 of 44




QC TESTS - Cont.

CT # 01898 Failed2757-410/23/2008ConcreteSidewalk9/25/200828day6 in slump6.2 % air 3,370 3,500 4000-6596% 3,385 Fail



2757-511/20/2008ConcreteSidewalk9/25/200856day6 in slump6.2 % air 3,820 3,500 4000-65109% 3,820 Pass





2774-511/24/2008ConcreteSidewalk9/29/200856day7.5 in slump5 % air 3,850 3,500 4000-65110% 3,850 Pass

CT # 01913 QA Verify2921-010/28/2008ConcreteK-8 Dumpster Pad10/28/20080day6.5 in slump6 % air - 3,500 4000-650%



CT # 01923 QA Verify2923-010/29/2008ConcreteLP Footing10/29/20080day6 in slump6.2 % air - 3,500 4000-650%

CT # 01924 QA Verify2776-310/29/2008ConcreteDorm Dumpster Pad10/1/200828day6 in slump5.6 % air 3,640 3,500 4000-65104% 3,525 Pass

CT # 01925 QA Verify2776-410/29/2008ConcreteDorm Dumpster Pad10/1/200828day6 in slump5.6 % air 3,410 3,500 4000-6597% 3,525 Pass

CT # 01934 QA Verify2965-010/30/2008ConcreteLP Footing10/30/20080day8.5 in slump5.5 % air - 3,500 4000-650%


Page 31 of 44




QC TESTS - Cont.



2795-511/27/2008ConcreteSidewalk10/2/200856day7 in slump6.5 % air 3,750 3,500 4000-65107% 3,750 Pass


CT # 01941 QA Verify2797-311/3/2008ConcreteSD Outlet10/6/200828day5.5 in slump5 % air 3,960 3,500 4000-65113% 3,915 Pass

CT # 01942 QA Verify2797-411/3/2008ConcreteSD Outlet10/6/200828day5.5 in slump5 % air 3,870 3,500 4000-65111% 3,915 Pass

CT # 01945 QA Verify2969-011/4/2008ConcreteLP Footing11/4/20080day5 in slump6 % air - 3,500 4000-650%

CT # 01946 QA Verify2822-311/4/2008ConcreteK-8 Dumpster Pad10/7/200828day6.5 in slump5 % air 4,050 3,500 4000-65116% 4,110 Pass


CT # 01948 Awaiting Results2669-511/4/2008ConcreteCurb and Gutter9/9/200856day4.5 in slump6.1 % air 3,500 4000-650% - Fail

CT # 01954 QA Verify2825-311/5/2008ConcreteK-8 Dumpster Pad10/8/200828day8.5 in slump5.5 % air 4,780 3,500 4000-65137% 4,785 Pass

CT # 01955 QA Verify2825-411/5/2008ConcreteK-8 Dumpster Pad10/8/200828day8.5 in slump5.5 % air 4,790 3,500 4000-65137% 4,785 Pass

CT # 01961 QA Verify2972-011/6/2008ConcreteDorm Sidewalk11/6/20080day6.5 in slump6 % air - 3,500 4000-650%

CT # 01962 QA Verify2827-311/6/2008ConcreteK-8 Dumpster Pad10/9/200828day6 in slump5.8 % air 4,120 3,500 4000-65118% 4,260 Pass

CT # 01963 QA Verify2827-411/6/2008ConcreteK-8 Dumpster Pad10/9/200828day6 in slump5.8 % air 4,400 3,500 4000-65126% 4,260 Pass


CT # 01976 QA Verify2999-011/12/2008ConcreteBB Court11/12/20080day6 in slump7 % air - 3,500 4000-650%

CT # 01977 QA Verify3000-011/12/2008ConcreteBB Court11/12/20080day7.5 in

Page 32 of 44




QC TESTS - Cont.

slump6.5 % air - 3,500 4000-650%




CT # 01994 QA Verify2883-311/17/2008ConcreteSidewalk10/20/200828day6 in slump5.5 % air 4,680 3,500 4000-65134% 4,750 Pass


CT # 01998 QA Verify3046-011/18/2008ConcreteRamp Old Sch. Sta 2+60 AA LT11/18/20080day4.5 in slump6.2 % air - 3,500 4000-650%

CT # 01999 QA Verify2885-311/18/2008ConcreteSidewalk, Sta 1+50 AA LT10/21/200828day6.5 in slump5 % air 4,890 3,500 4000-65140% 4,735 Pass

CT # 02000 QA Verify2885-411/18/2008ConcreteSidewalk, Sta 1+50 AA LT10/21/200828day6.5 in slump5 % air 4,580 3,500 4000-65131% 4,735 Pass




CT # 02018 QA Verify3060-011/20/2008ConcreteSD Outlet11/20/20080day6 in slump5.2 % air - 3,500 4000-650%



CT # 02023 QA Verify3061-011/24/2008ConcreteCurb and Gutter11/24/20080day4 in slump5.5 % air - 3,500 4000-650%


Page 33 of 44




QC TESTS - Cont.





CT # 02034 QA Verify3093-011/26/2008ConcreteRamp Old Sch. Sta 7+25 AA RT11/26/20080day6 in slump5.5 % air - 3,500 4000-650%

CT # 02035 Failed2923-311/26/2008ConcreteLP Footing10/29/200828day6 in slump6.2 % air 3,330 3,500 4000-6595% 3,155 Fail

CT # 02036 Failed2923-411/26/2008ConcreteLP Footing10/29/200828day6.5 in slump6 % air 2,980 3,500 4000-6585% 3,155 Fail


2923-512/24/2008ConcreteLP Footing10/29/200856day6 in slump6.2 % air 3,600 3,500 4000-65103% 3,600 Pass

CT # 02044 QA Verify2965-311/27/2008ConcreteLP Footing10/30/200828day8.5 in slump5.5 % air 3,580 3,500 4000-65102% 3,615 Pass

CT # 02045 QA Verify2965-411/27/2008ConcreteLP Footing10/30/200828day8.5 in slump5.5 % air 3,650 3,500 4000-65104% 3,615 Pass

CT # 02050 QA Verify2969-312/2/2008ConcreteLP Footing11/4/200828day5 in slump6 % air 3,730 3,500 4000-65107% 3,835 Pass

CT # 02051 QA Verify2969-412/2/2008ConcreteLP Footing11/4/200828day5 in slump6 % air 3,940 3,500 4000-65113% 3,835 Pass


CT # 02057 QA Verify2972-312/4/2008ConcreteDorm Sidewalk11/6/200828day6.5 in slump6 % air 5,120 3,500 4000-65146% 5,150 Pass

CT # 02058 QA Verify2972-412/4/2008ConcreteDorm Sidewalk11/6/200828day6.5 in slump6 % air 5,180 3,500 4000-65148% 5,150 Pass

CT # 02072 QA Verify2997-312/9/2008ConcreteSidewalk11/11/200828day6 in

Page 34 of 44




QC TESTS - Cont.

slump6.5 % air 3,520 3,500 4000-65101% 3,640 Pass


CT # 02079 QA Verify2999-312/10/2008ConcreteBB Court11/12/200828day6 in slump7 % air 4,140 3,500 4000-65118% 4,120 Pass


CT # 02081 QA Verify3000-312/10/2008ConcreteBB Court11/12/200828day7.5 in slump6.5 % air 3,840 3,500 4000-65110% 3,870 Pass

CT # 02082 QA Verify3000-412/10/2008ConcreteBB Court11/12/200828day7.5 in slump6.5 % air 3,900 3,500 4000-65111% 3,870 Pass








CT # 02101 QA Verify3046-312/16/2008ConcreteRamp Old Sch. Sta 2+60 AA LT11/18/200828day4.5 in slump6.2 % air 3,730 3,500 4000-65107% 3,550 Pass




CT # 02105 QA Verify3060-312/18/2008ConcreteSD Outlet11/20/200828day6 in

Page 35 of 44




QC TESTS - Cont.

slump5.2 % air 4,090 3,500 4000-65117% 4,160 Pass

CT # 02106 QA Verify3060-412/18/2008ConcreteSD Outlet11/20/200828day6 in slump5.2 % air 4,230 3,500 4000-65121% 4,160 Pass





CT # 02112 QA Verify3093-312/24/2008ConcreteRamp Old Sch. Sta 7+25 AA RT11/26/200828day6 in slump5.5 % air 4,020 3,500 4000-65115% 3,960 Pass

CT # 02113 QA Verify3093-412/24/2008ConcreteRamp Old Sch. Sta 7+25 AA RT11/26/200828day6 in slump5.5 % air 3,900 3,500 4000-65111% 3,960 Pass






CT # 02122 QA Verify3432-04/2/2009ConcreteSidewalk Pad, Small BB Court4/2/20090day6 in slump6.2 % air - 3,500 4000-650%

CT # 02140 QA Verify3456-04/8/2009ConcreteDeck, Room 2444/8/20090day6 in slump1 % air - 3,000 4000-650%

CT # 02141 QA Verify3456-04/8/2009ConcreteDeck, Room 2444/8/20090day6 in slump1 % air - 3,000 4000-650%

CT # 02142 QA Verify2064/8/2009NukeCenter of Well House PadFSG97.0PassRed Silty Sand

Page 36 of 44




QC TESTS - Cont.

CT # 02145 QA Verify3466-04/9/2009ConcreteWell House 3-83 Pad4/9/20090day5 in slump5 % air - 3,500 4000-650%

CT # 02155 QA Verify3495-04/14/2009ConcreteSidewalk, Dorm4/14/20090day6.5 in slump5.8 % air - 3,500 4000-650%

CT # 02163 QA Verify3516-04/20/2009ConcreteSidewalk, 15-60' NE of Dorm Ent.4/20/20090day5.75 in slump5.6 % air - 3,500 4000-650%

CT # 02173 QA Verify3525-04/21/2009ConcreteSidewalk, W entrance to Gym4/21/20090day5.75 in slump6.6 % air - 3,500 4000-650%

CT # 02176 QA Verify3534-04/22/2009ConcreteSidewalk, Gym to Dorm4/22/20090day5.75 in slump5.7 % air - 3,500 4000-650%

CT # 02178 QA Verify3550-04/23/2009ConcreteSidewalk, E of G4/23/20090day4.5 in slump5.9 % air - 3,500 4000-650%

CT # 02185 QA Verify3564-04/27/2009ConcreteSidewalk, E of N Dorm Ent.4/27/20090day4.5 in slump5.7 % air - 3,500 4000-650%

CT # 02190 QA Verify3577-04/28/2009ConcreteSidewalk, 40 E of NE Corner of E wing4/28/20090day4.25 in slump8.2 % air - 3,500 4000-650%


CT # 02203 QA Verify3581-04/30/2009ConcreteSidewalk, HWY 1634/30/20090day3.75 in slump5.2 % air - 3,500 4000-650%

CT # 02204 QA Verify3432-34/30/2009ConcreteSidewalk Pad, Small BB Court4/2/200928day6 in slump6.2 % air 3,680 3,500 4000-65105% 3,715 Pass

CT # 02205 QA Verify3432-44/30/2009ConcreteSidewalk Pad, Small BB Court4/2/200928day6 in slump6.2 % air 3,750 3,500 4000-65107% 3,715 Pass

CT # 02207 QA Verify3589-05/4/2009ConcreteHandicap Ramp, Main Ent,5/4/20090day3 in slump5.1 % air - 3,500 4000-650%

CT # 02211 QA Verify3600-05/5/2009ConcreteTrench Drain5/5/20090day5.25 in slump7.6 % air - 3,500 4000-650%

CT # 02212 QA Verify2575/5/2009NukeEast Drain Trench backfill Approx. Sta:1+40

Page 37 of 44




QC TESTS - Cont.

CCFSG100.0PassRed Silty Sand

CT # 02213 QA Verify3601-05/6/2009ConcreteScupper5/6/20090day4.5 in slump5.2 % air - 3,500 4000-650%

CT # 02214 QA Verify3456-35/6/2009ConcreteDeck, Room 2444/8/200928day6 in slump1 % air 5,380 3,000 4000-65179% 5,365 Pass

CT # 02215 QA Verify3456-45/6/2009ConcreteDeck, Room 2444/8/200928day6 in slump1 % air 5,350 3,000 4000-65178% 5,365 Pass

CT # 02216 QA Verify3466-35/7/2009ConcreteWell House 3-83 Pad4/9/200928day5 in slump5 % air 4,350 3,500 4000-65124% 4,345 Pass

CT # 02217 QA Verify3466-45/7/2009ConcreteWell House 3-83 Pad4/9/200928day5 in slump5 % air 4,340 3,500 4000-65124% 4,345 Pass

CT # 02218 QA Verify2585/7/2009NukeWater Pump House-Waterline backfill trench 2' North of Meter RiserFSG100.0PassRed Silty Sand

CT # 02219 QA Verify2595/7/2009NukeWater Pump House-Waterline backfill trench 4' North of Meter RiserFSG98.7PassRed Silty Sand

CT # 02220 QA Verify3495-35/12/2009ConcreteSidewalk, Dorm4/14/200928day6.5 in slump5.8 % air 4,060 3,500 4000-65116% 4,065 Pass

CT # 02221 QA Verify3495-45/12/2009ConcreteSidewalk, Dorm4/14/200928day6.5 in slump5.8 % air 4,070 3,500 4000-65116% 4,065 Pass

CT # 02222 Failed3516-35/18/2009ConcreteSidewalk, 15-60' NE of Dorm Ent.4/20/200928day5.75 in slump5.6 % air 3,410 3,500 4000-6597% 3,425 Fail

CT # 02223 Not PerformedRetest of CT-02222

3516-35/18/2009ConcreteSidewalk, 15-60' NE of Dorm Ent.4/20/200928day5.75 in slump5.6 % air 3,410 3,500 4000-6597% 3,425 Fail

CT # 02224 Failed3516-45/18/2009ConcreteSidewalk, 15-60' NE of Dorm Ent.4/20/200928day5.75 in slump5.6 % air 3,440 3,500 4000-6598% 3,425 Fail


3516-45/18/2009ConcreteSidewalk, 15-60' NE of Dorm Ent.4/20/200928day5.75 in slump5.6 % air 3,440 3,500 4000-6598% 3,425 Fail

CT # 02226 Failed3525-35/19/2009ConcreteSidewalk, W entrance to Gym4/21/200928day5.75 in slump6.6 % air 930 3,500 4000-6527% 1,000 Fail

Page 38 of 44




QC TESTS - Cont.


3525-35/19/2009ConcreteSidewalk, W entrance to Gym4/21/200928day5.75 in slump6.6 % air 930 3,500 4000-6527% 1,000 Fail

CT # 02228 Failed3525-45/19/2009ConcreteSidewalk, W entrance to Gym4/21/200928day5.75 in slump6.6 % air 1,070 3,500 4000-6531% 1,000 Fail


3525-45/19/2009ConcreteSidewalk, W entrance to Gym4/21/200928day5.75 in slump6.6 % air 1,070 3,500 4000-6531% 1,000 Fail

CT # 02230 QA Verify3655-05/20/2009ConcreteGate Entrance, post5/20/20090day6.25 in slump6.8 % air - 3,500 4000-650%

CT # 02231 QA Verify3534-35/20/2009ConcreteSidewalk, Gym to Dorm4/22/200928day5.75 in slump5.7 % air 3,860 3,500 4000-65110% 3,940 Pass

CT # 02232 QA Verify3534-45/20/2009ConcreteSidewalk, Gym to Dorm4/22/200928day5.75 in slump5.7 % air 4,020 3,500 4000-65115% 3,940 Pass

CT # 02239 QA Verify3564-35/25/2009ConcreteSidewalk, E of N Dorm Ent.4/27/200928day4.5 in slump5.7 % air 3,670 3,500 4000-65105% 3,780 Pass

CT # 02240 QA Verify3564-45/25/2009ConcreteSidewalk, E of N Dorm Ent.4/27/200928day4.5 in slump5.7 % air 3,890 3,500 4000-65111% 3,780 Pass

CT # 02241 Failed3577-25/26/2009ConcreteSidewalk, 40 E of NE Corner of E wing4/28/200928day4.25 in slump8.2 % air 2,800 3,500 4000-6580% 2,885 Fail


3577-25/26/2009ConcreteSidewalk, 40 E of NE Corner of E wing4/28/200928day4.25 in slump8.2 % air 2,800 3,500 4000-6580% 2,885 Fail

CT # 02243 Failed3577-35/26/2009ConcreteSidewalk, 40 E of NE Corner of E wing4/28/200928day4.25 in slump8.2 % air 2,970 3,500 4000-6585% 2,885 Fail


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QC TESTS - Cont.

3577-35/26/2009ConcreteSidewalk, 40 E of NE Corner of E wing4/28/200928day4.25 in slump8.2 % air 2,970 3,500 4000-6585% 2,885 Fail



CT # 02247 QA Verify3581-35/28/2009ConcreteSidewalk, HWY 1634/30/200928day3.75 in slump5.2 % air 3,810 3,500 4000-65109% 3,895 Pass

CT # 02248 QA Verify3581-45/28/2009ConcreteSidewalk, HWY 1634/30/200928day3.75 in slump5.2 % air 3,980 3,500 4000-65114% 3,895 Pass

CT # 02249 QA Verify3589-36/1/2009ConcreteHandicap Ramp, Main Ent,5/4/200928day3 in slump5.1 % air 3,940 3,500 4000-65113% 3,875 Pass

CT # 02250 QA Verify3589-46/1/2009ConcreteHandicap Ramp, Main Ent,5/4/200928day3 in slump5.1 % air 3,810 3,500 4000-65109% 3,875 Pass

CT # 02251 Awaiting Results3600-36/2/2009ConcreteTrench Drain5/5/200928day5.25 in slump7.6 % air 3,500 4000-650%#DIV/0!#DIV/0!


3600-36/2/2009ConcreteTrench Drain5/5/200928day5.25 in slump7.6 % air 3,030 3,500 4000-6587% 2,845 Fail

CT # 02253 Awaiting Results3600-46/2/2009ConcreteTrench Drain5/5/200928day5.25 in slump7.6 % air 2,660 3,500 4000-6576% 3,495 Fail


3600-46/2/2009ConcreteTrench Drain5/5/200928day5.25 in slump7.6 % air 2,660 3,500 4000-6576% 3,495 Fail

CT # 02255 QA Verify3601-36/3/2009ConcreteScupper5/6/200928day4.5 in slump5.2 % air 4,330 3,500 4000-65124% 4,220 Pass

CT # 02256 QA Verify3601-46/3/2009ConcreteScupper5/6/200928day4.5 in slump5.2 % air 4,110 3,500 4000-65117% 4,110 Pass

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C. QA/QC DEFICIENCY ITEMS -

QA COMMENTS -QA # 00001 QA Verification RequiredContractor is not submitting Payroll Affidavits to the Contracting

Officer weekly. (Concrete Structures)Violation: Spec Sect 52.222-8 (b)(1) Payrolls and Basic Records (Feb 1988)

QA # 00002 QA Verification RequiredStored circular column rebars resting in direct contact with ground andnot elevated.

INCLUDE ADDITIONAL COMMENTS ON DAILY REPORT

D. LABOR RATES -

LABOR BASIC FRINGE PLUS TOTALCLASSIFICATIONS RATE BENEFITS % WAGE/HR

E. REVIEW CONTRACT DRAWINGS AND SPECIFICATIONS -

DRAWING / SPEC. NO COMMENTS / CONFLICTS

DISCUSSEDYes / No / NA

1. Verify that submittals for borrow materials have been received and are approved.2. Review and verify that all samples and mix formulas have been provided and are approved.3. Coordinate test laboratory inspection and testing. Verify that the Laboratory used for testing

soils, concrete, asphalt and steel meet criteria detailed in ASTM D3740 and ASTM E329.4. Discuss a plan for storage of curing compound, rebar and associated materials.5. Concrete floors which will receive dry set ceramic floor tile areas should have a "broom finish".

Otherwise, a bonding agent must be used, which will add to the cost.6. If silica-fume concrete is anticipated to be used on this contract, ensure that the contract

specifications adequately address this product. The guide specifications for concrete (CEGS 03300 & CWGS 03301, Cast-in-place Structural Concrete) are not completely applicable to silica-fume concrete. The BCOE reviewer should ascertain that adequate coverage was given to this item. See Tech Note for DCAF Bulletin on this product and a Construction Bulletin for exposure dangers.

7. Discuss methods of placing, finishing, curing and protection of concrete. (See Tech Note for DCAF Bulletin 96-08, "Plastic Shrinkage Cracks".)

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E. REVIEW CONTRACT DRAWINGS AND SPECIFICATIONS - Cont.

8.9.10.11.

F. REPETITIVE DEFICIENCIES FOUND ON PREVIOUS PROJECTS -DISCUSSED

Yes / No / NA1. Failure to submit layout shop drawings before work begins.2. Improper curing of test cylinders.3. Failure to use job cured cylinders in addition to QC cylinders and failure to use to verify

strength prior to form/shoring removal. (Specification Section 03100)4. Improper air content.5. Excessive SLUMP used, contributing to increased shrinkage & cracking. (Usually specified at

2-4 inches for walls; 1 to 3 inches for foundation walls and substructure; and maximum of 6 inches for pumped concrete.) (Specification Section 03300)

6. Testing frequencies are not coordinated with production schedules.7. Transit Mix Trucks fail to meet ASTM C-94. Worn Fins, Testing requirements, Operable

Counters, etc. 03300-18.8. Transit mixer stand time too long.9. Vibrators must be used on all concrete, including slabs greater than 4". Form vibrators are not

approved. Spare vibrator must be provided on-site in case of failure. 03300-20.2.10. Vibrators do not have specified impulses.11. Cold-Joints on Structural Slabs are at WRONG locations (e.g., Quarter- Point of Spans is often

the preferred location.)12. Insufficient concrete cover of reinforcing steel. An occasional issue that comes up on our

projects is adequate space for rebar laps. There are products which prove useful in some "impossible" crowded situations. Data from products such as "BAR-GRIP", "GRIP-TWIST", and "BPI BARSPLICER" shows that generally the full strength of the bar is developed in these couplers. Thus, they can be used in lieu of a lap splice without reservation.

13. Placement of concrete is limited to 12" layers. MAXIMUM DROP is five feet without tremie (elephant trunk). 03300-20.1.

14. Subgrade not moistened prior to placement.15. Cast-in-Place pipe sleeves through walls, etc., not made from the specified materials.16. Moving concrete horizontally in forms with vibrators is prohibited.17. Concrete not thoroughly mixed.18. Over vibration of concrete (creates aggregate segregation).19. Honeycomb due to insufficient consolidation of concrete.20. Concrete slabs, sidewalks, etc., not protected from construction traffic/damage.21. Proprietary floor hardener used in lieu of specified FLOUROSILICATE type. 03346-3.1.22. Superplastizers "SHORT LIFE" encourages adding water to mix. Careful control of this use

must be maintained. 03300-18.1 & 18.2.23. Inadequate thickness of coating when membrane-curing is used. Failure to use shading on

cure when used in direct sunlight. 03300-23.324. Curing compound damaged by traffic.25. Curing begun either too early or too late after concrete is placed.26. Hard trowelled slabs not final "RING" trowelled.27. Unacceptable to create Class "A" finish by "PLASTERING" surfaces in lieu of sacked finish.

03300-22.1.2.28. Non-slip concrete not provided where required.29. Rock pockets (honeycomb) plastered over and not chipped-out and sawcut to sound concrete

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F. REPETITIVE DEFICIENCIES FOUND ON PREVIOUS PROJECTS - Cont.

before patching. (CEGS-03300)[See TECH NOTE for discussion from DCAF 92-09, TM 5-742]30. Concrete sawing on construction joints not timely, resulting in random cracking. Typically must

be done 5 to 7 hours after placement, which is usually a 2nd shift situation. 03250-8.2.31. The repairs (patches) made to concrete walls are not lasting a reasonablelength of time. Poor

bonding to the old surface is apparent in most cases.A review of the procedures used usually indicates that not all the personnel involved in the concrete repair process are aware of the importance of a clean rough surface as well as other factors in good concrete repair procedures. Adequate training is often lacking.

32. 6-MIL Vapor barrier utilized under lower level slabs in lieu of 10-MIL specified. (03300-14)33.34.35.36.

G. CONTROL CHECKS -IN COMPLIANCEYes / No / NA

1.2.3.4.

H. JOB SITE SAFETY -IN COMPLIANCEYes / No / NA

1. Verify that the job Activity Hazard Analysis has been submitted and approved. Discuss the precautionary and specific action to be taken in case a hazard occurs.

2. Review MSDS for any special precautions and insure availability of any needed supplies, equipment, etc.

3. Handles of buggies shall not extend beyond the wheels on either side of the buggy. Installation of knuckle guards on buggy handles is recommended. (EM 385-1-1, 18.O.06)

4. Riding on concrete buckets shall be prohibited and vibrator crews shall be kept out from under concrete buckets suspended from cranes or cableways. (EM 385-1-1, 18.O.09)

5. When discharging on a slope, the wheels of ready-mix trucks shall be blocked and the brakes set to prevent movement. (18.O.10)

6. Nozzle operators applying a cement, sand, and water mixture through a pneumatic hose shall wear protective hand and face equipment.(18.O.11)

7. Handles on bull floats used where they may contact energized electric wires shall be constructed of nonconductive material or insulated with a nonconductive sheath of equivalent insulating value. (18.O.04)

8. Powered and rotating concrete troweling machines that are manually guided shall be equipped with a control switch that will automatically shut off the power whenever the operator removes his/her hands. 18.O.5

9.10.11.12.

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I. QUALITY ASSURANCE EVALUATION NOTES -DISCUSSED

Yes / No / NA1. Attendees:__________________________________

___________________________________________________________________ ___________________________________________________________________ ___________________________________________________________________ ___________________________________________________________________ ______________________________________________________________________________ _________________Contractor Quality Control Representative Date_____________________________________________ _________________Government Quality Assurance Representative Date

2.3.4.5.

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Documents

PREPARATORY CONTROL WORKSHEET - · PDF filePREPARATORY CONTROL WORKSHEET DEFINABLE FEATURE OF WORK : CONCRETE, CAST-IN-PLACE A. ACTIVITIES INCLUDED UNDER CONCRETE, CAST-IN-PLACE -