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Home My WebLink AboutT2M DAILY FIELD REPORTS (2) - 03-00015 - BYUI - Student Housing 16 Buildings (160 units)P.O. Box 143 Rexburg, ID 83440 Daily Field Report Pru)ect: Student Family Housing Facility Date: 5/13/03 Location: 14, V1 T U Client: BYU Idaho Project No..: 03-0001 Equipment* 4 HK Contractors Is Work Force, Bateman Hall H K Contractors Castle Electric Page 1 of 2 Weather: Warm and partly cloudy Temperature; Hi: .630; Lo: 360 Day of the Week: Tuesday 1 CAT 140G Grader 9.0 Hours I CAT 966F Loader 9.0 Hours 4 10 Wheel End Dumps + pups 9.,0 Hours I CAT 980C Loader 9.0 Hours 1 Water Truck 9.0 Hours I CAT 330B Trackhoe 9.0 Hours 1 John Deere 710 Backhoe 9.0 Hours I CAT 446B Backhoe 9.0 Hours 1 .18 Wheel End Dumps 9.0 Hours I Superintendent 9.[l Hours I Foreman 9.0 Hours 6 Qperators 9--0 Hours 6 Truck Drivers 9,0 Hours 4 Laborer 9.D Hours I Grade Checker 9.0 Hours I Foreman 9.{] Hours I Electrician Apprentice 9.0 Hours Special -Inspector vbs+ervatians: Contr-actors Hours; 7:00 am - 4:30 am 1 MCI; Section 2202: Contractor continued excavating and stockpf ing blasted material from utility trenches. Reject sand from Ashcroft pit wa�� hauled in for trench becfdingand- bac�cfi1. Contractor continued to placing backfill around exte -nor Bldg.#1. Contractor performed grading on S. 2nd W. Contractor completed rock removal on Bidg.#7. Special Inspector: Bret McGawan Certification Nurnbers, 1035270 P.O. Box 143 Rexburg, ID 83440 Page 1 of 7 Daily Field Report Project: Student Family Hmsing Facility Date: 5/13/03 Location: Rexburg, ID Weather: Warm and partly cloudy Client: BYU Idaho Temperature: Hi: 63°; Lo: 48° Project No... 03-0001 Day of the Week: Tuesday Equipment: NA Work Form&M Action Mechanical 1 foreman 4 Plumbers 6.0 Hours 6.0 Hours bpeaai inspector ohsenrations. Contra Crs Hours; 9:3U am - 3:3D P.M Building #1 Section 15100: contractor compietedplumbing dor Bldg.#1. Contractor completed backfilling plumbing for Bidg.#l, Spoke with Randy/JHS Arch. about pressure testing storm drain and insulating water line thru 2•► S Wes in townhouses under slab on grade, neither are required. Plumbing inspector approved plumbing Bkig.#1 Nate: Unfess otherwise noted, all materials appeared to he placed as per plans and specifications. P.O. Box 143 Rexburg, ID 83440 Daily Field Report Project; Student Family Housing Facility Date: S/14/03 Location: Rexburg, ID Client: BYU Idaho Project No.: 03-0001 Equipment: HK Contractors Warp Force: Bateman Hail HK Contractors 004 Page 1 of 2 Weather: Warm and partly cloudy Temperature: Hi: 73°; Lo: 52° Day of the Week: Wednesday 1 CAT 140G Grader 9,0 Hours 1 CAT 966E Loader 9.0 Hours 4 10 Wheel End Dumps + pups 9.0 Hours 1 CAT 980C Loader 9.0 Hours 1 Water Truck 9.0 Hours 1 CAT 3308 Trackhoe 9.0 Hours 1 CAT 350E Trackhoe 9.0 Hours 1 John Deere 710 Backhoe 9.0 Hours 1 CAT 446g Backhoe 9.0 Hours 1 18'Wheel End Dumps 9.0 Hours ]. Superintendent 9.p Hours 1 Foreman g.0 Hours 5 Operators 9.0 Hours 6 Truck Drivers 9.0 Hours 4 Laborer 9.D Hours te a, inspector vbservaativns: Contractors Hours; 7.00 am - 4:30 am Site Grading Section 2242: Contractor continued excavating and stvckpiing basted material from utility drenches. Reject sand from Ashcroft Pit was hauled in for trench bedding and backfulk Contractor continued tO baCkfill for of Bldg. #2. Contractor continued grading north side of Bldg.#1% Excavated far thickened subs an Bldg..#1. SPedal Xn-spector: Bret McGowan Certification Number: 103,5270 I raj' --[W -2 .J P.O. Box 143 �l�fbu[g. ID 81940 Daily Field Report Project: Student Family Housing Facility Date"a 5/13/03 AP. zbpeciai itnspectar Observations: Utilities Page 2 of 2 Section 2401: Contractor pressure tested water 1ine from W. 7th S. to 'T' for secondary loop,, All tem were approved by Coleman/BYU Idaho., Note: Unless otherwise noted, all materials appeared to be placed as per pians and specifieations. Special Inspecinr: Bret McGowan Ce cation Number: 1035270 P-0, Box 143 Rexburg, ID 83440 Daily Field Report Project: Student Family Housing Facility Date: 5/14/03 Special Inspector observations. Page 2 of 2 2 freed densities were taken around penmeter of Bid 2' &OW subygrade. All bests were found to meed minimum compaction requirement. Nate: Unless otherwise noted, all materials appeared to be placed as per plans and speacifeat'rons. Special Inspector: Bret McGowan CerMcation Num r;.1035270 at I Page of Field Density -Report Datew .S �/Y- U3 WPagIer. /P4 r Tec*WcL-M: P.O. Box 143 Rexburg, ID 83440 Page 1 of 2 Daily Field Report Project: Student Family Housing Facility Date: S/14/03 Location: Rexburg, ID Weather* Client: BYU Idaho s Warm and partly cloudy Tempereture: Hi: 73°; Lo: 5211 Project No.: 03-0001 Day of the"Week.U Wednesday Equipment: R. E. Beck Const. 1 Generator 9.0 Hours 1 Grove RT500C Crane 9.0 Hours HK Contractors1 CAT 140G Grader 9.0 Hours 1 CAT 966E Loader 9. 0 Hours 4 SO Wheel End Dumps + pups 9.,0 Hours 1 CAT 980C Loader -9.0 Hours 1 Water Truck 9.0 Hours 1 CAT 3308 Trackhoe 9.0 Hours 1 CAT 350E Trackhoe 9.0 Hours 1 John Deere 710 Backhoe 9.0 Hours 1 CAT 4466 Backhoe 9.0 Hours Work Force: 1 18 Wheel End Dumps 9.0 Hours R. F. Beck Const. 1 Foreman 9.0 Hours 13 Concrete laborers 9.0 Hours HK Contractors 1OPerator 9.0 Hours 1 Foreman 9.0 Hours 5 Operators 9,.0 Hours 6 Truck Drivers 9.0 Hours 4 Laborer 9.0 Hours Action Mechanical 1 Foreman 4 Plumbers 6.0 Hours Jeft I'll 1 12 - 9 4w, - :7 6-0 Wni ir %m#fflcmal r Observations: Contracrs Hours- jr- 4:3 Suild*no #2 Section 7115: Contractor completed placement of damDBidgm#210 praafng on exten*or stem wars for Section 15].].{]: Contractor continued plumbing underground for B�d9.#2. Section Z602. Contractor core drilled 8`1 drain conductors for tie -ion Bidg.#2,ns to 4" PVC o� roof drain system Special Inspector: Bret McGowan Certification Number;, 103-52-70 Prof P.O. Box 143 Rexburg, !D 83440 Daily Field Report Student Fami y Housing FacifitVDate: 5/14/03 °spector Observations: i w Page 2 of 2 Section 33D0: 2"*�°gid insulation appeared do he causing separatian between slab on rade and sten wall, (see attached photo}- NamedConbzctor of deficdienc�+►. � Nate: Unless otherwise noted, all materials appeared to be placed as per plans and sPecifications. Spedal Inspector: Bret McGowan CertifiC;3tion Nurnbera. 1035270 1 17 P.O. Box 143 Rexburg,lD 83440 Page 1 of I Daily Field Report Project: Student Family Housing Facility Date: 5/14/03 Location: Rexburg., ID UWAftM_%*&% ' - • - - Client: BYU Idaho Project No.: 03-0001 Equipment: R -v E. Beck Const, Work Force; R. E. Beck Const, 1 Generator = an ; warm a party cjouU/ Temper'ature:ek: Hi: 730; Lo: 52° I Day of the WEWednesday 9.5 Hours i ' I C1 "CA" 9.5 Hours 13 Concrete laborers 9-1; Hniim ovemao anqMclor obsmoyabonsaw CtrWrs Hours, 7:00 am � 51.00 PM Buifdina #3 Section 3300: Contractor placed reinforcing steel and anchor half of Bldg.#3, Contractor Placed 28.0 c.Y. of concrete In this area. Contractor placed reinfordng Fiber mesh in mixer truck on Job site. Note: Unless otherwise noted, all MateriaLs appeared to be placed as per plans and Specifications. a Special Inspector. Bret McGowan Certification Number: 1035270 P.O. Box 143 Rexburg, ID 83441. Daily Field Rep ort Project: Student Family Housing Facility Date: S/15/03 Location: Rexburg, ID Weather* Warmand cloudy Clients. BYU Idaho Temperatures. Hi: 7311w, Lo: 540 Project No.: 03-0001 Day of the Week: Thursday Equipment: HK Contractors 1 CAT 140G Grader 9.0 Hours 1 CAT 966E Loader 9.0 Hours 4 10 Wheel End Dumps + pups 9-.0 Hours 1 CAT 980C Loader 9.0 Hours 1 Water Truck 9.0 Hours. 1 CAT 330B Trackhoe 9.0 Hours 1 CAT 350E Trackhoe 9.0 Hours 1 John Deere 710 Backhoe 9.0 Hours 1 CAT 4468 Backhoe 9.0 Hours 1 18 Wheel End Dumps 9.0 Hours Work Form: Bateman Half I Superintendent HK Contractors 9.0 Hours i Foreman 9.0 Hours 5 Operators 9,0 Hours 5 Truck Drivers 9.0. Hours 4 laborer 9.0 Hours %mv=%Ao, anspecfor vbservations; Contractors lours; 7:00 am - 4:3U am Site Aradi Section 2202,:CContractor Ccontinued ex�;avating and stockpiling blasted rnateriai from uti�ittrenches. Reject said f,�vm Ashcroft Pit was thauledin for trench bedding and backfill.� Contractor continued to backfill interior of Bldg.#2. Special InSpector.0 Bret McGowan Certification Number: 1035270 P.O. Box 143 Rexburq, ID 8344 .,Op. I Page 1 of 1 Daily Field Report Protect: Student Family Housing Facility Date: 5/15/03 Location: Rexburg, ID Weatherm. Warts and cloudy Client: BYU Idaho Temperature; Hi, 730@- ThLo: 54° Project No.: 03-0001 Day of the Week:ursday Equipment: R. E. Beck Const. Work Force.* AcUon Mechanical R. E. Beck Const. &M�_&. _5.� I Generato r 1 Grave RT500C Crane 1 Foreman 4 Plumbers 1 Foreman 13 Concrete laborers 1 Operator 5.5 Hours 6.5 Hours 69 OUTS 6,D Nouns G.5 Hours 6.5 Hours C.5 Hours ouservations: Cmtractor-s Hours, 5:30 am - 12000 W BuRding.#1 Section 330x: Contractor pieced approxifnateiy of cora-ete, �" gid insulation and #4 dowels around perimeter, dor slab cin -grade. Fiber mesh was adder to the mixer truck at the fob site Note: Unless otherwise noted, all materials appeared to be placed as peg- plans and speci�ications. SPecial Inspec€Dr: Brei McGowan Certffication Number: 1035270 P.O. Box 143 Rexburg, ID 83440 Daily Field Project: Student Family Housing Facility Location: Rexburg,, ID Client: BYU Idaho Project No..: 03-0001 Equipment,0 HK Contractors Work Fare: Bateman Haid HK Contractors Page 1 of 1 ]ate: 5/ 16/O3 Weattte#': Coo[ and overcast Temperature; Hi: 52°; Lo: 49° Day of the Week:, friday 1 CAT 140G Grader 4.0 Hours 1 CAT 966E Loader 4.0 Hours 4 10 Wheel End Dumps + pups 4.0 Hours 1 CAT 980C Loader 4.0 Hours 1 Water Truck 4--0 Hours 1 CAT 3306 Trackhoe 4.0 Hours 1 CAT 350E Trackhoe 4.0 Hours 1 John Deere 710 Backhoe 4.0 Hours 1 CAT 4468 Backhoe 4.0 Hours 1 18 Wheel End Dumps 4.0 Hours 1 Superintendent 4.D Hours 1 Foreman 4.Q Hours 5 Operators 4.0 Hours 6 Truck Dn-vers 4.0 Hours 4 Laborer 4.0 Hours SPecial Inspector abservations: COntractors Hours; 7a.00 am - 11:00 am Nite Grading Section 22p2: Contractor continued excavating and stvckpilxng blasted material from utili trenches. ReiW sand from Ashcroft Pi ►vas hauled in for trench bedding and backfill. ty Contractor Deegan backfifing east 1l4 of interior for Bidg.#3. Contractor begin grading north side exterfor of Bldg -.-#2. Section 2400: Bacteriological besting for water main fire hydrants and service lines from W. 7'h S. to `T' for secondary 100P were found to meet requirements as per Coleman SteeVByu Idaho. Began pressure testing wader line services to Bldg.#1. thru Bldg.#4 Nate: All materials appeared to be placed as per plans and specifications. Seal Inspector; Bret McGowan CeffifiCation [umber: 1035270 P.O. Box 143 Rexburg, iD 83440 Daily Report Field Project,: Student Family Housing Fa "am. any Date: 5/16/03 Location: Reacburg, ID Client; BYU Idaho Project No,: 03-0001 Equipment: Re E. Beck Const. Work Force: R. E. Beck Const. Cq�.�� Page I of 1 Wea#her: Cool & overcast Temperature: Hi: 62c; Lo: 49P Day of the Week: Friday 1 Generator 1 Grove RT5aDC Crane 1 Foreman 13 Concrete laborers 1 Operator 4.0 Hours 4.0 Hours 4.0 Hours 4.0 Hours 4.0 Hours �t�a� 1F1si)ca4ct)w observations: Contractors Hours; 7:00 am - 11:[3€} pm Building #1 5effivn 3300: Contractor sawcut slab on -grade, Note: Unless otherwise noted, all materials appeared to be placed as per plans and specifications. Special Inspector: Bret McGowan Certification Number: 1035270 P.O. Box 143 Rexburg, ID 83440 Daily ' Projects Student Family Housing Facility Location: Rexburg, ID tient: BYU Idaho Project No.: 03-0001 Equipment: HK Contractors Work Force: Bateman Hall Field Report Date: 5/19/03 Page I of I M Weather: Warm and breezy Temperature: Hi: 550; Lo: 391 a Day of the Week: Monday I CAT 1406 Grader 10.0 Hours 1 CAT 966F Loader 10.0 Hours 4 10 Wheel End Dumps + pups 10.,0 Hours 1 CAT 980C Loader 10.0 Hours I Water Truck 10.0 Hours 1 CAT 330B Trackhoe 10.0 Hours I CAT 350L Trackhoe 10.0 Hours 1 John Deere 710 Backhoe 10.0 Hours I CAT 446B Backhoe 10.0 Hours 1 18 Wheel End Dumps 10.0 Hours -1 Su�nntendent HK -Contractors 10.0 Hours 1 Foreman 10.0 Hours 5 Operators 10.0 Hours 6 Truck Drivers 10.0 Hours _ _ _ _ 4 Laborer in nl4ni arc, bPeclal JftspecWr Observations;: Contractors Hours* 7:00 am - 5:30 pm F - Site Grading Section 2202: Contractor began grading for bottom of footing elevation on Bldg,#1U ,west half. Contractor began grading on the north side of BidgAtl & #2. Contractor began excavating S.W. corner of Project basted rock removal. Sectian 2400: Carrtractor performedPressurefest an water line secondary iovp- Note: Unless otherwise noted, all materials appeared tv �&-* IN speorications. p�ac+ed pans an'r Special inspector: Bret McGowan Certification Number: 1035270 Mh POOL Box 143 Rexburg, ID 83440 Daily Field Report Project: Student Family Housing Facility Date: 5/19/03 ""•y, "' Weather: Warm and breezy tient: BYU Idaho:., Project No.: 03-0001 Equipment: R. E. Beck Const. Vilfe 6+ I#., 1 Generator I =ffJ1PCF-4XUFet1l: b!) ; LO: 39v DaY 4Df the Weeks. Monday 9.0 Hours -L Fur eE I Id 9.0 Hours afth- - - 11 Concrete laborers 9..0HnI erc NMGal Inspector vbsen►ations: Contractors Hours; 7:30 am - 5:oo ,fin T - -- Builain #4 Section 3300: Contractor placed 20..0 c.y. of concrete, anchor bolts and reinforcing steel for east half of Bidgvr#4r stemwalls. Section 33D0: Concrete was sampled and (1) set of 4 cylinders was cash. The test resutts were as followsm v a Slump= S 1/4"' Air Cont.= 3.0% Conc. Temp.= 60° Air Temp.= 55° Note: ung otherwise rioted, a materials ap�ared tc� bep..bcedspecifications'. as per plans and SPecial Inspector: Bret McGowan Certification Number: 1035270 P.O. Box 143 Rexburg, ID 83440 Page 1 of 2 0 Daily Field Report, Project: Student Family Housing facility Date: 5/20/03 Location: Rexburg,, IDWeatherm Cool and overcast Cfient.n BYU Idaho Temperature: Hi: 65°; Lo: 46° Project No.: 03-000.1 Equipment Day of te& k. Tuesday HK Contractors 1 CAT 1906 Grader 10.0 Hours 1 CAT 966E Loader I0.0 Hours 4 10 Wheel End Dumps + pups 10.0 Hours 1 CAT 9800 Loader 10.0 Hours lWater Truck 10.0 Hours 1 CAT 3306 Trackhoe 10.0 Hours 1 CAT 350E Trackhoe 10.0 Hours 1 John Deere 710 Backhoe 10.0 Hours 1 CAT 4466 Backhoe 10.0 Hours 1 18 Wheel Enid Dumps 10.0 Hours Work ForceIt : Bateman Hail 1 5uperintendent 1i3,0 Hours HK Contractors 1 Foreman 10.0 Hours 5 Operators 10.E Hours 6 Truck Drivers 1(3.D Hours 4 Laborer 10.0 Hours Castle Eledric 1 Foreman 10.Q Hours .,.... ,....,�,_...?- tledan ,'4pprentice 10.0 fours Special Xnspector observations: Contractors Hours; 7:U(3 am - 5:3D Prn P!rl ��rjt; I -t I I I.L;t Section 2202.: Contractor performed grading west of Bldg.#7., #10, #13, & 14. Existing stardrain has only U.4` of coverat CB#6. Contractor continued excavating blasted rock from S.W. corner of project parking lot area, Special In-pectar: Bret. McGowan Ceftification Numbers. 1035270 SBUGOU Own- 371 [ ul!4 Rexburg, ID 83440 Daily Field Report Project: Student Family Housing Facility Date: 5/20/03 Special Inspector observations: ft Page 2 of 2 Existing storm drain has only 0.4' of cover at CB#Fi. Rocky Mountain Eng. will advise on how tv corred deficiency. Section 16111: Discussed inadequate cement content on red dye concrete for power duct banks WM LloydJBYU, Idaho.:Notifed Tim/Castle Bectric that ZS0OpsiWA concrete is required. Note: Unless otherwise noted, all materials appeared to be placed as per plans and Specifications. Special Inspector: Bret McGowan Certification Numbers. 1035270 P.O. Box 143 Rexburg, ID 83440 Daily Project: Student Family Housing Facility Location: Rexburg, ID Clients. BYU Idaho Project No.: 03-0001 Equipment. NA Work Fotre. Ambassador Field Report Mtes. 5/20/03 Weather: Cool and ov 1 Foreman 12 Carp e-ni Temperature: Hi: 65°; Lo: 2-6" Day of the Weeks. Tuesday 8.0 Hours 8-.0 Hours Spedal InVector observations: Contractors Hours; 7:00 am - 3.3D pm Bui'ldipg Division 06: Contractor began framing 1A floor-.. Discussed adding fiber mesh into trucks at job site with LJoyd/BYU, Idaho and Randy/]HS Arch.; both agreed fiber mph should be added at Batch Plant. Note,: Unless otherwise noted, all materials appeared to be placed as per plans and specifications. Spedall I liect": Bret McCowan Certification Number: 1035270 P.O. Box 143 'Rexburg, ID 83441 Daily Field Report Project: Student Family Housing Facility Date: 5/20/03 Location: Rexburg, ID Weather: Cool and overcast Client: BYU Idaho Project No.: 03-0001 equipment: HK Contractors Work Force: Bateman Hal! HK Contractors Page 1 of 1 Temperature: Hi: 65°; Lo: 46° Day of the Week: Tuesday 1 CAT 140G Grader 10.0 Hours 1 CAT 966E Loader 10.0 Hours 4 10 Wheel End Dumps + pups 10.0 Hours ! CAT 980C Loader 10.0 Hours i Water Truck 10.0 Hours 1 CAT 3306 Trackhoe 10.0 Hours I CAT 350E Trackhoe 10.0 Hours 1 7ohn Deere 710 Backhoe 10-.0 Hours 1 CAT 4456 Backhoe 10.0 Hours 118 Wheel End, Dumps 10.0 Hours 1 Supedntendent 10,0 Hours I Foreman 10.0 Hours 5 Operators 10.0 Hours fi Truck Drivers 10.+0 Hours 4 poorer 10.0 Hours Spedal Inspector observations.. Contractors Hours; 7:00 am - 5:3n pm Building.*2 Section 2602: Contractor placed 6.0 c.y and (15) 8-" drain conductors around exterior of building. Section 151t}0: Contractor began plumbing dor underground. Note: Unless otherwise noted, all materials appeared to be placed as per pians and specifications. Special Inspector: Bret McGowan CeMfication r: 1035270 9R4+v� P.O. Box 143 Rexburg, ID 83440 Daily Field Report Project: Student Family Housing Facility Date: 5/21/03 Location: Rexburg., ID Clients, BYU Idaho Project No.: 03-0001 Equipme[!t: HK Contractors Werk Force: Bateman Hall HK Contractors Page 1 of 1 Weather: Warm and breezy Temperature: Hi: 74°; Lo: 47' Day of the Week: Wednesday I CAT 140G Grader 1 CAT 9,66F Loader CAT 10-.0 Hours 10.0 Hours 4 10 Wheel End Dumps + pups 10.0 Hours 1 CAT 980C CAT Loader 10.0 Hours 1 Superintendent I Foreman 5 Operators fi Truck Drivers 10.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours 10-.0 Hours 10.0 Hours 10.0 Water Truck L CAT 33013 Trackhoe 10.0 CAT 350 ae t John Deere 710 Backhoe I CAT 446B Backhoe 1 18 Wheel End Dumps 1 Superintendent I Foreman 5 Operators fi Truck Drivers 10.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours 10-.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours 10-0 Hours 10.0 Hours 10.0 Hours Castle Electric 1 Foreman 10.0 Hours ,._,_ I Eleclrivan Appr�enfice 10,.0 Hours Special ]Inspector observations: Contractors Hours; 7:00 am - 5:30- pm .,01-cf =1-, f Section 2202: Contractor placed pit run to sub -grade elevation north of Bldg.#1 & #2 in parking lot area. UtAties Section 2202: Contractor placed 194' x 8" sewer line from sta. 11+83 to 13+27. Note: Unless otherwise noted, all materials were placed as per plans and specifications. M Aft.~ Special Iespector: Bret McGowan Certification Number: 1035270 RO, Box 143 Rexburg, ID 83440 Daily Field Report Projects, Student Family Housing Facility Date: 5/21/03 -a Location* Rexburg,, ID Weather: Warm and breezy Client: BYU Idaho Temperature: Hi: 74"; Lo: 47" Project No.. 03-0001 Day of the Week: Wednesday Equipent:m NA Work . owx: Arn4bassador Const. I Foreman nters lo.o ours 10.0 Hours rs Hours; 7:00 am - 5:30 pm Bulldin&Al Section 2600: Contractor continued frarrEing 1.s' floor of building. N'ote: Unless otherwise noted, all materials appeared to be placed as per plans and spec tions_ Spedal Inspector• Bret McGowan Certification Number: 1035270 P.O. Boz 143 Rexburg, ID 83440 Daily Field Report Project: Student Family Housing Facility Date: 5/21/03 Locations. Rexburg., ID Weather: Warm and breezv Client: BYU Idaho ProjeCt NQ.: 03-0-001 Equipment R. E. Bede Const Work Force: R. E. Beck Coast. Page 1 of 1 Temperature: Hi: 74°; Lo: 4711 Day of the Week: Wednesday I Generator Grove RTSOOC Craie 1 Foreman 13 Concrete laborers 9.0 Hours 9.0 Hours 9.0 Hours 9,U Hours i Qj?grator 9.D Hours Special InspectQr dbservationss Contractors Hours; 7:i1[] am - 4:30 pm Building.#2 Section 7115: Contractor placed 14,0 c.y, of concrete, 2-"' rigid insulation,,, and #4 dowels around perimeter of the east 1!4 of building for slab on grade. Notes Unless otherwise noted, all materials appeared to be placed as per pians and specifications. Special Inspector: Bret McGowan Certification Number: 1035270 P.O. Box 143 Rexburg, fD 83440 Daily Field Report -- Project: Student Family Housing Facility Date; 5/2.1/03 Location; Rexburg., ID Weather: Warm and M Page 1 of 1 %AMME D IV IUM-10mHi: 74°; Lo: 47Temperature11 a Project Na: 03-0001, Day of the Week: Wednesday HK Contractors Work Force: Bateman Hall HK Contractors 1 CAT 14OG Grader 10.0 Hours 1 CAT 966F Loa -der 10,.0 Hours 4 10 Wheel End Dumps + pups 10.0 Hours 1 CAT 980C Loader 10.0 Hours 1 Water Truck 1 CAT 330B Trackhce 1 CAT 350L Trackhce 1)ohn Deere 710 Backhoe I CAT 446B Backhoe 1 18 Wheel End Dumps 1 Superintendent I Foreman 5 Operators 6 Truck Drivers 10.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours 4 Laborer 10.0 Hours Special Inspector observations: Contractors Hours; 7:30 am - 5:30 prn Building #3 Section 3300: Contractor core drilled 8"drain conductors for tie-ins to 4", PVC an roof system around perimeter of building, Note: Unless otherwise noted,, all materials appeared to bepaced r%jnspecifications. a pe;plans an Special ]Inspector: Bret McGowan Certification Number: 1035270 P.O. Box 143 �exburq, ID 83440 Daily Field Report Project: Student Family Housing Facility Date: 5/21/03 Location: Rexburg, ID Weather. Warm and breery Client: BYU IdahoTemperature: Project No.:03-0001 i.1P 740; Lo: 47" - -Day of the Week: Wednesday Equipment: RE E. Beck Const. 1 Generator 9.0 Hours Work Force.a. RE E. Beck Const., 1 Foreman 9.0 Hours _ _ i 1 Concrete laborers 9.0 Hours s�eceal inspector observations: Contractors Hours; 7:30 am - 4:30 pm - - Building #4 If Section 3300: Contractor placed 30.0 c. of concrete, rei walls on west half of building. Y rang and anchor bQl�s for stem lYQte: Unless otherwise noted, all materials appeared tv be placecf as pernd specificationsk a, Specka1 :Inspector: Brei, McGowan Certlfimtlan Number. 1035270 P.O. Box 143 Rexburg, ID 83g40 Daily Field Report Project: Student Family Housing Facility pate: Snwmz Location: ReXburg, ID Oient: BYU Idaho Project No.: 03-0001 Equipment: HK Contractors Work Force: Bateman. Halt HK Contractors Weathern: Warts and clear Tem raWre.v Hi: 77°; lo: 46° Day of Hie Weeks. Thursday 1 CAT 140G Grader 1 CAT 966E Loader 4 10 Wheel End Dumps + pups 1 CAT 980C Loader 1 Water Truck 1 CAT 3306 Trackhoe 1 CAT 350E Trackhoe. o n eere. 710 l-. CAT 446BB # 118 Wheel End Dumps 1 Superintendent 1 Foreman 5 Operators fi Truck Drivers 10.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours 10.0 HoUrrs 10.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours 10.0 Hours r observationsaw Contractors Hours* 7:00 am 5.30 pm Site Grading Section 2202: Contractor backfilled om interior of the east half of Bldg. #A. Contractor- backfilled for drain vanduct�rs ara�nd ex�er�or odg.#3. Note: finless otherwise Hated, all materials appeared to be placed as per plans and specifications. rc Special Inspectvr; gree McGowan, CerbficatiQn Number: 10-35270 P.O. Box 143 Rexburg,, ID 83440 D aily Field Report PI'o1Pri�e Cfi �`lon* F�...H6, u,..._.__ �'_ Page 1 of 1 .....y � ��u�niy racmry Date: 5/22/03 Location: Rexburg, ID Weather; Warm and dear Cliento: BYU Idaho Temperature: Hi: 77°; Lo: 46° Project No.:03-"l Day of the 1Neek; Thursday Equipment -,0 R. E. Beck Const. Work Force: R. E. Beck Const. 1 Generator I Grove RT500C Crane 1 Foreman 11 *� fp%ffl%� 9.5 Hours 9a5 Hours 9.S Hours �..w1 Ra t-mLe raovrers 9.5 Hours 1 Q a�or --. 9.5 Hours Spedal IP��" �'v'a�i�ns: Cvn�ors Hours; 7:3U am - 5;3p pm, Buihfian#2 Sedan 7115: Contractor placed 30.0 c,y. of concrete, �" rigid ir0$ufation, ani #4 dowels for slab an grade,weSt 3/4 0f Building. Note: Unless Otherwise noted, all materials appeared to be Placed as per plans and specifications,, SPecialInspectormet McGowan CeMA&utiUMBr cation Numbers. 1035270 P.O. Box 143 Rexburg, ID 83441 Daily Field Report Project,: Student Family Housing Facility Date: 5/22/03 Location: Rexburg, ID Client:Weather: Warm and clear JUdrl() Project No.: 03-0001 Equipment NA Page 1 of 1 Temperature: Hi: 77"; Lo: 46° Day of the Week; Thursday Work Fof re Action Mechanical I Foreman 5.5 Hours 4 Plumbers 5--S Hni im mpeuai Lnspector ObServaUons: COntractors Houm'* 9:00-� I am -3:00 pm Building #3 1gon46 .S by ClitVSection 3300: Underground plumbinq aD rovedmwsw 111city -., ins�� pector, Notes Unless otherwise noted, all materials appeared io be placed as per plans and sPeCifications. Spial Inspector: Bret Mc -Gowan CeMficatlon Number: AM ,035270 _ _*moiIL F ice• E , AP oa 16 7 - �_ � � - � 4 „r• - ." AMY• a 4g 46.1 yyyy SL r r.= `F vz qp -11-7 '.. AW q _ � h • i� ,, ", tee. at i•6 _ y-� �x atv P.O. B13 Daily Field Report Project: Student Family Housing Facility Date: 5/20/03. LoCallor", ReXt)Urg,, ID Client: BYU Idaho Project Na: 03-0001 Equipment; JL11 I , L4 1, 1 -41 Building #6 Page 1 of 1 Weather; Cool and overcast Temperature: Hi: 650; Lo:26 0 Day of the 'Week: Tuesday Section 3300: Contractor began laying out footings for, Bldg.#6. Observed acomer of building's footing line would be bearing on power duct banks (see attached photo). Notified contractor and Lloyd/BYU Idaho,, a Note'n'Unless otherwise noted, all materials a rxmn�red tn beSPecifications.vl;:;;u %-%.v placedplans an Special ]Inspector: Bret McGawan CAMfication Number. 1.035270 P.O. BOX143 Rexburg, ID 83440 Daily Field Report Project: Student Family Housing Facility :Date: 5/22/03 Location: Rexburg, ID Weather; yyarm and clearr1;="6 BYU - Project No.: 03-0001 Equipment: Rs E. Beck Const. Work Force: R. E. Beck Const* Tem rature: Hi: 77°;00 46 0 Day of tine WeekThursday I Generator I Grove RT50-0C Crane 1 Foreman 13 Concrete laborers 1 Operator r7 r 9.5 Hours 9.5 Hours 9.5 Hours 9.5 Hours 19--F; Hnrlm Section 3300: COntractvr placed 2.0 c.y,, of concrete and reinfOrcing steel for east 1/3 of south footing line. Contractor moved footing line to avoid bearing on power duct banks as per re]�"rt r%f% for Bldg.#6 dated 5-20-03 (armed is a photo of this dam concrete placement for that location), appeared Note.m. Unless otherwise noted, all materials to 1a�; plaae�d sPecification.s. a per pans and SpealciInspector: Bret McGowan CertlNcation Number: 1035270- ,tr• a " sa s + •a.. r 4 - �y-��FF �', _ - W�' - f • ' � ._. e n -eF � � � s s.e�aal_sev- u. • _ �, e•' r •ice r d ,x 4 $. a �_ - ..w - .�., it F - • r amR 'R ' • �g• -'4 . ' e n of ' r - •. of id p 4 , e � Lam• ._k • _ r - _ ,. Lz e � 4Z,• 1 s - F .. r• _ _Wt- d e. e 4A 400 ti M, ■# t ' Yep. Fj _ � ` n •.- .:� �`.� d �' R� IL 44 _ de e I' k e. • s e ' S } _ a i r e - e .. - . _..r - � •' . : � ■ V � _rte ' - rt> a • r r: 4 R r,, Project: BYU Idaho Student Family Housing Project No.: 03-0001 Mix No.: 192 Report No..: 1 Contractor: HK Construction Supplier: Watters Ready Mix Sdvchtres: Thrust Blocks Mix Design Components Mix Design Proportions Cement Type I & Il LA 564 lbs. Water 33 gals./275 lbs. C.A.: 3/4" Rock 3-F 96 ASTM C 33 1781 lbs,. F.A.: Sand MA -22 ASTM C 33 1251 lbs,. MB -AE 90 ASTM C 260 1 oz./cwt. Prokrete N ASTM C 494 3oz./cwt. cement Sand/Aggregate Ratio 43% W/C Ratio .40 Air Content 3.0% +/-1.0% Specified Yc (psi)= 4000 ID Cyl. Corr- Cyl. Date Test Test: Total Com P RwL Diam. Fact. Area Cast Age Date Load Sbren Height 1005A 6"'x'12"" 1.00 28.26 4-30 7 5-7 81500 2M Neo. Shear 1005A 6"'x'12"r 1.00 28-26 4-30 28 5-28 127000 Neo. Shear 1005A 6ffxl2;" 1.00 28.26 4-30 28 5-28 130000 1 2880 Neo.. Shear Neo-= Neoprene cap. Sul.= Sulphur cap ASTM C 617 Remarks.a fteviaftql-"Vw lilffiffr By: Bret L. McGowan/President �C , J�/0%0 3 CC: BYU Idaho, City of Rexburg, Walters Ready Mix, JHS Architects, Batemab Hall, R.E. Beck Const. Rqx 143 -210 8, 0 3 - If Re\?"iburg,r Tf'-7,,'F 3&�4A-j Project: BYU Idaho Student Family Housing Project No.; 03-0001 Mix No.: 902 Report No.: 1 Contractor: R. E. Beck Construction SuRplier:lNalters Ready Mix Structures: Footings &stem walls Mix Design Components Mix Design Proportions Cement Type I & If LA 480 lbs. Water 29 gals./241 lbs. C.A.: 3/4" Rock J -F 96 ASTM C 33 1794 lbs. - F Sand MA -22 ASTM C 33 1260 lbs. MB -AE 90 ASTM C 260 1 oz./cwt. Prolvete N ASTM C 494 3oz./curt. cement Sand/Aggregate Ratio 43% W/C Ratio -DF�Uf% Air Content 5.0% +/-1.0% Spedfied fc 2500 ID CO corr. CO- Date Test Test TO tal Compress., Cap F ract Diam. & Fact. Area Cwt Age Date Load Sbvngth lm�eiot 0998A 6""x1 " 1.00 28.26 4-14 7 4-21 52000 1840 Neo., Shear -0999A &xU" 1.00 28.26 4-16 7 4-23 53000 1875 Neo. Shear 1000A VxU" 1-00 28.26 4-17 7 4-24 71500 2530 Neo. Shear 1001A 6�W2" 1.00 28426 4-18 7 4-25 64500 2285 Neo.Shear 1002A 6"xOrr 12 1.00 28.26 4-21 7 4-28 52000 1840 Neo Shear 1003A VxU" 1.00 28.26 4-23 7 4-30 95000 3360 Neo, Shear 1004A 1.00 28.26 4-29 7 5-6 550,00 1945 Neo. Shear Neo_ = Neoprene cap. Sul.- Sulphur cap ASTM C 61-7 Remarks: ■r , F 77ETZ"T�hw' I CC: BYU Idaho, City of Rexburg, Walters Ready Mix, JHS Architects,. Bateman Hall, R.E. Beck Const. COMPRESSIVE STRENGTH SUMMARY F ti J, Av %J 1.5 z A Project: BYU Idaho Student Family Housing' Project No.: 03-0001 Mix No.,: 902 Report No.: 2 Ccntractor: R. E. Beck Construction Supplier,., Walters Ready Mix Strutturws: Footings &stem walls Mix Design Components Mix Design Proportions Cement Type I & II lA 480 lbse Water 29 gals./241 lbs.. C.A.: 3J4" Rock) -F 96 ASTM C 33 17941bs. F.A,: Sand MA -22 ASTM C 33 1260 lbs. MB -AE 90 ASTM C 260 1 Oz./cwt. Prokrete N ASTM C 494 3oz./cwt, cement Sand/Aggregate Ratio 43% W/C Ratio .-J"@"-U^ Air Content 5.0°x6 +/-lso% Slump 4" +/-1" '"fie -d Irc (P,�i 2500 ID Carr. CYIN Date Test: Test Total COMPE cap Fracture Diem. FC Area cast Age Date Load Strength Height 099,8B 6"x12" 1.00 28.26 4-14 28 5-13 8"0 2830 Neo. Shear 0998C 6jr",12-,rff 1.00 28-26 4-14 28 5-13 83060 2940 Neo. Shear 0999B 6firxl2,'v 1.00 28.26 4-16 28 5-14 96000 3400 Neo. Shear 0999C 6""xV" 1.00 28.26 4-16 28 5-14 82000 2900 Neo.. Shear 1000B 6"Fx12"" 1.00 2 - 8.26 +17 28 515 72000 JOOrOC 1 2550 Nea. Shear Vx12" 1.00 28--26 4-17 28 5-15 78000 2760 Neo, Shear 1001B 6ffx12" 1.00 28.26 4-18 28 5-16 92000 3260 Neo. Shear 1001C 6"'x'12" 1.00 28.26 4-18 28 5-16 97000 3430 Neo. Shear 1002B Vx12 1.00. 28.26 4-21 28 5-19 96000 3400 Neo. 28.26r Shear 1002C 6N12"' 1.00 4-21 28 5-1-9 86000 3040 Neo. Shear 1003B 6"'k12" 1.00 28.26 4-23 28 5-21 119000 4210 Neo. Shear 1003C 6""x12"" 1.00 28.26 4-23 28 S-21 118000 4180 Neo- Shear 1,006A 6"xl2l-' 1.00 28.26 5-2 7 5-9 76250 2700 Neo. 1007A 6"'xI2" 1-00 28.26 5-6 - Shear 7 513 76250 2700 Neo. Shear 1,008A 6"5(12 IF 1.00 28.26 5-8 7 5-15 62500 2210 Neo, Shear 1009A 6rx'l2 LOD 28.26 5-12 7 5-19 51000 1810 Neo- Shear Neo'- Neoprene cap, SO.= Sulphur cap ASTM 617 Remarks: A Revi....ftsma , BY: Bret L McGowan/President CC: BYU Idaho, City of Rexburg, Walters Ready Mix, JHS. Architects, Bateman Hall 0 cyY� 71 ' . I Ll I U 4 ININ 01 AL Project: BYU Idaho Student Family Housing Project No.: 03-0001 Mix No.: 902 Report No.: 3 Contractor: R. E. Beck Construction pplier.: Walters Ready Mix Structures: Footings &stem walls Mix Design Components Mix sign Proportions Cement Type I & II LA 480 lbs. Water 29 gals./241 lbs., C.A.: 3/4" Rock 3-F 96 ASTM C 33 1794 lbs. F.A.: Sand MA -22 ASTM C 33 1260 lbs. MB -AE 90 ASTM C 260 1 oz./cwt. Prokrete N ASTM C 494 3oz./cwt, cement Sand/Aggregate Ratio 43% W/C Ratio .50 Air Content 5.0% +/-1.0% Slump 4" +/4" SPeaffiled FC (psi)= 2500 ID CYIP come Date C � YL Test Tftt Total COMP. Cap FerreDias FadL Area calst, Age Date Load Sb -e Height 0 a -.426 1004B 6"xU" 1.00 2 8 im '92-' tax 4-29 28 5-27 94000 3320 Neo. I 7e Shear 1004C 6"xl.2"" 1.00 28.26 4-2-9 28 5-27 94000 3320 Neo. Shear 1006B 6"A2" 1.00 28.26 5-2 28 5-30 97000 3430 Neo. Shear 1006C 6"xlTr" 1.00 28..26 5-2 28 5-30 101000 3570 Neo. Shear 10070 6NIZ" 1.00 28.26 5-6 28 6-3 104000 4210 Neo 10070 6wx12" 1.00 28.26 5-6 28 6-3- 1,01000 3570 NeD. Shear 1008B 6"x12" 1.00 28.26 5-8 28 6-5 119000 4210 Neo. Shear 1008CVx- U" Shear 1.00 28.26 58 28 6-5 IVA= 4070 Neo. Shear 1009B 6N12" 1.00 28.26 5-12 28 6-9 ff 1 110000 3890 Neo. Shear 009C 6'7"x!2 1.00 28P.26 5-12 28 6-9 112000 3960 Neo. Shear 1010A WIX121", 1.00 28-16 5-19 7 5-2-6 92000 2700 Neo. Shear 10108 6"xl2lw 1-00 28-2.6 5-19 28 6-16 130000 4600 Neo. Shear 1010C 6"xU" 1.00 28.26 S-19 28 6-16 134000 4740 Neo. Shear 1011A 6N12'w 1.00 28-26 5-27 7 6-3 74WO 2.620 Neo. Shear 1012A 6"x12" 1.00 28.26 6-9 7 6-16 94000 3330 Neo. Shear 1013A 6"x12'r 1.00 L 2826 6-10 7 6-17 71000 Neo-= Neoprene cap.2510 Neo. Shear Sul.= Sulphur cap ASTM C 617 Remarks: Bye R�ieweda Bret L. McGowan/President CSC: BYU Idaho, City of Rexburg,, Walters Ready Mix, JHS Archiiect�'Bateman Hail, R.E. Beck Const. I T I - 'NJ ■ � i `08-403-1866 e:. K e.K b u r, ID 81"3'440 Project: BYU Idaho Student Family Housing 'a Project Na; a3 -ODOR Mix Na.: 902 Cement Type I & II LA Water C.A.: 3/4" Rock 3-F 96 ASTM C 33 F.A.: Saul MA -22. ASTM C 33 MB -AE 90 ASTM C 260 Prokrete N ASTM C 494 Sand/Aggregate Ratio W/C Ratio Air Content Slump filed fc = 2500 Report No,: 4 Contractors. R. E. Beck Construction Suppler: Walters Readynx StTuctUres: Footings &stem walls MiX Design PrvpOrtivns 480 lbs. 29, gals./241 lbs,. 1794 lbs. 1260 lbsw I Oz./cwt. 3oz./cM. ,cement 43% .50 S00% +/-J.O% 411 +/,lfr ID CO. Corr. C"61 Date Test Test Total COMP. Cap FracWre Age Dat Load Strength Height 1.00 28-26 5-27 28 6-2-4 129000 1 4560 Neo Shear 1011C 6"txl2'rjr 1.00 28.26 - - 24 Shear 160"x12" 1. _ , _ Neo 1 28 - 119200 r# 1.00 26 6Shear -1013B 6"xl2'rr 9 28 7-7 121400 w 28.26 6-104300 shear 1013C 6"xl7r" 1.00 28.26 6-10 28 7-8 115200 4080 NeO. Shear 1014A 6"jx'12"'r 1.00 28.26 6-12 7 6-19 114400 4050 Neo. Shear 1015A "# .1 "? 1 65000 2300Neo. 28.26 6-17 -Shear 101 "1'F" �� 2330 ileo. Shear 7 6-25 7300 2580 . Shear +� pr cap. Sul.= SU - cap ASTM C 617 Remarks; Reviewed By-,* Brei L. McGowan/President CC: BYU Idaho, City of Rexburg., Wailers Ready Mix, ,QHS Architects, Bateman Mall, R_E. 6ec�C Cons-, P.O. Box 143 Rexburg, ID 8344.1, Da_ily Field Report Project: Student Family Housing FacilitydDate5/12/03 Location: Rexburg, ID •-----. CH t& BYU Idaho Project No.: 03-0001 Equipment, HK Contractors Eagle Rock Work farce; Bateman Hall HK Contractors Page 1 -of 2 weamer: [cool and overcast Temperature:Hi: 5�°; Lo. 4a° Day of the Week: Monday 1 CAT 1406 Grader 9.0 Hours I CAT 966E Loader 9.0 Hours 4 10 Wheel End Dumps + pups 9.0 Hours 1 CAT 9800 Loader 9.0 Hours 1 Water Truck, 9.0 Hours 1 CAT 3306 Trackhoe 9.0 Hours 1 John Deere 710 Backhoe 1 CAT 4466 Backhoe 3 18 Wheel End Dumps 2 Drill Rigs i Superintendent .1 Forema n 4 Operators. S Truck Drivers 3 Laborer 2 Blasters 2 Drillers 9.0 Hours 9.0 Hours 9.D Hours 9.D Hours 9,0 Hours 9.a Hours 9.a Hours 9.0 Hours 9.0 Hours 9.0 Hours Q_n F-flni arc av%"ai .Lnspectorobseryativns: Contractors Hours; 7:00am - 4.3Q pm . Site Gradinq Section 2202: Contractor continued excadating aid stockpiling blasted material from utility trenches., Reject sand 'From Ashcroft pit was hauled in for trench bedding and hack#i�E. Contractor continued excavating rock for Bldg.#7, rock removal was performed using a oe ram. Contractor Completed drilling dor blasting on 8idg.#1% then blasted Bldg.#I3. Contractor began backfilling around perimeter of 8fdg.#1. Contractor completed excavation of blasted material for rack removal Bldg.#10. Special Inspector: Bret McGowan Certification Number: 1Q35270 P.O. Box 143 Rexburg, ID 83440 Daily Field. Report Project: Student Family Housing Facility Date.,,, 5/12/03 v`_ , Page 2 of 2 Section 2601: Contractor plaCed 4"' PVC pipe around perimeter of f3ldg.#1 for roof drain systems. Section 1.6111; Contractor continued p�a�mg etec�tieaiBldcl.#4�ondui�araund , #5 & #�. Contractor died electrical conduit inti Bldg.,#3 & #4. 3 field densities were taken around perimeter of Bldg.#t at 1` below sub -grade. AI! tests were found to meet minimum compaction requirements, Note: Unless otherwise noted, all materials were placed as per pans and specifications. Spedall Inspector: Bret McGowan Certification Number: 1035270 P.O. Box 143 Rexburg., ID 8344o Project: Studentr Daily FieldReport Family Housing Facility Date; 5/12/03 Location: Rexburg, ID Client BYU Idaho PrOTeCt No.: 03-0001 Equipment: NA Page 1 of i Weather: Cool and overcast Temperature: Hi: 55"; Lo: 400 Day of the Week: Monday Work Force,a Action Mechanical I Foreman 8.0 Hours dE41hodh 9 jW 6 Plumbers R 1) Hni irc z4icuidi u1spector Observations : Contractors Hours; 8:00 a 4:30 Pm Buildin # 1 Section 15100: Contractor Continued piumbing South. east. and West Stem walls had to be chipped out for vent Pipes.. Approved by Randyj]HS arch, Spoke With Randy/JHS Arch. in regards to anchorbv�ts� R to interior and exten"Or walls, I S/8jrl x 12"a i111.'..'111Lj1n 5/" X are on a to LA-- placed on party walls only, Note: Unless otherwise noted, all materials were Placed as per plans and vurkiCimfir-ations. Special InsPectOrR Bret McG,gwan Certifica#ion Number: 10352,70 17 P.O. Box 143 Rexburg, ID 8r3440 Daily Field Report Project: Student Family Housing Fadlity Date: 5/12/03 Location: RRexburg, ID Weather's Cod and overcastClient: BYU Idaho Pn»ait Nn • m. -Mm Temperatures. H-1: 55°; Lo: 40° - -'-� -._.. "' """� Day of the Week: Monday Equipment: R. E. Beck Const, Work Farce; R. E. Beck Const. I Generator 1 Grove RT500C Crane 9.D Hours 9.0 Hours 1 Foreman 9.a Hours 13 Concrete laborers 9.0 Hours � Operator 9.0 Hours SPecival Inspector observations: �Cantraetars Hors; 7:00 am - 4:3Q pm au.ildin # 2 Sedion 7115: Contractor began placing damp proofing on exterior stem wars for Bldg,#2, 1"�ate: Unless otherwise noted, all material's were placed as per pians and specifications .. Special Inspector: Brei McGowan Certification Number; 1Q35270 P.O. Box 143 Rexburg, ID 8344:1 Dmlay Fl. aeld Report Project: Student Family Housing Facility Date: 5/12J03 Location: Rexburg, ID Weather. cool and overcast Client: BYU Idaho Project No.: 03-0001 Equipment: R. E. Beck Const. Page 1 of 1 Temperature: SS°; lo: 40° Day of the Week& Monday 1 Generator 8.0 Hours IN Work F"ce. R. E. Beck Const. 1 Foreman 8.0 Hottts 13 Concrete laborers R_n Nn, fm Ow"ud, JLnspector obselrvations* Contractors Hours; 7:30 am - 4:00 pm Buildina #3 Section. 3300: Contractor placed approximately 22.5 c.y. of concrete for stem walls on east half of BIdgv#3v Spoke with Randy/]HS Arch., 10,f anchor bolts shall be used on exterior walls only, 1 5/8" x 12" anchor bolts at 48'r o.c. for party walls. TesUnq Section 33D0: Concrete was sampled and {I} set U0 -11C 4 cylind foollows... ers was cast. The test results were as Slump= 4.0" Air Cont.= 4.6% Conc. Temp.= 60° Air Temp.= 550 Nate; Unless otherwise noted, all materials were planed as per plans and specifications., Steal inspector. Bret McGowan CeMfkation Number: 103527a �{,� tih. � y 5, Y 4 .0 Boy. 14.7t "D 847; 0 -e.)(bu? tr t �` i Project Name: Student Family Houging Project ® -0001 Repo rt D ,i its-* June 21 5 2003 Sample D�t: March 1 . 2.003 Location; Ashcroft Pit Descrliprjon: 4" - Base Sample #-. s- 1 Doo % Moisture: Sand Equivalency: Ir SIEVE ANALYSIS REPORT Sieve She mrn Sieve Size % passing specs 125 1" 100 119 6 12.5 ," 1 . 4.75 #4 31 236 #8 26 IA 1 0,600 #30 1 0-30 0.15 #100 -075 #200 3.6 Sieve Analysis 100 90 80 60 EL so 40 30 20 AEL 25 19 1-6 9,5 4.76 1,18 0. 600 0.30 0.45 Sieve S ize If you have any questions regarding this report, pleasefeel free to contact U.,3- Respectfiffly, TM CONSULnNG, Bret McGowan President Awl IZ 3 ar �xbu,T, 1D 8-..1- 1-10 PROCTOR ANALYSIS MOISTUREDENSITY CURVE MAX, DENS, PCF 126.9 OFT, MOIST % 11.2 CORRECTED DRY DENSIS'` = CORRECTED OPT. MOISTURE ,0 7.010.0 Moisture contentx 0.0 C3 I)to Points. - ers- 11.0 12.0 MAX DENSITY 1f you have any questions regarding this report, please feel free to contact me at (248) T57 -91T2. Respectfully, T2M Bret McGowan President 14.0 128.0 SIEVE SIZE iVIM °Ice PASS SIEVE SERE IN150 126.0 124.0 122.0 37.5- 120.0 25 118.0 MOISTUREDENSITY CURVE MAX, DENS, PCF 126.9 OFT, MOIST % 11.2 CORRECTED DRY DENSIS'` = CORRECTED OPT. MOISTURE ,0 7.010.0 Moisture contentx 0.0 C3 I)to Points. - ers- 11.0 12.0 MAX DENSITY 1f you have any questions regarding this report, please feel free to contact me at (248) T57 -91T2. Respectfully, T2M Bret McGowan President 14.0 SIEVE SIZE iVIM °Ice PASS SIEVE SERE IN150 T 37.5- 25 �n 19 3{4" 96 12.5 117 9.5 4.75 13/87 # 4 2.36 # 8 'l-18 # 16 •60 # 30 _425 # 40 .30 50 .'i5i} #ifs .075 # 200 MOISTUREDENSITY CURVE MAX, DENS, PCF 126.9 OFT, MOIST % 11.2 CORRECTED DRY DENSIS'` = CORRECTED OPT. MOISTURE ,0 7.010.0 Moisture contentx 0.0 C3 I)to Points. - ers- 11.0 12.0 MAX DENSITY 1f you have any questions regarding this report, please feel free to contact me at (248) T57 -91T2. Respectfully, T2M Bret McGowan President 14.0 � b r!&Axl-u *of PROCTOR ANALYSIS IL 116.0 114.0 12,0 110,0 108.0 _0 MOISTURE DENSITY CURVE MAX. DENS, PCF 113.5 OPT. MOIST, % 13.5 CORRECTED DRY DENSITY CORRECTED OPT. MOISTURE . - i tiF 14-0 15.0 16-0 Moi - oi t rContent,, Data Points DENSITY If you have any questions regarding this report, PLease feed' free to contact me at (208) T51 -91i2. Respectfuoy, T2M Bret McGowan President 1 TO bfC l� O Box 43 �, rbc r+ e,Xbu.,!,, D x Project i Student Family hl u ire Project -- 03-.0001 Report ate; Jun l 7 2003 Sample ate= Mafch 21., 2003 Location: Native on site material 1 Description: Bfown silty d Sample : s03-1002 % Moisture: 10.1 Sand Equivalency: 1 So 1_1 Classification SIEVE ANALYSIS REPOIRT Steve. see mrn Sieve Size % Passing 19 3 " 100 1. 1 100 -9.5 381` 100 4.x`5 . 1,18 # 97 0+600 #30 93 3#50 7 0.15 # 1100 55 +075 ##200 32.0 Sieve Analysis so 771, Im 70 ICL 2 40 0 20 Steve Size If you h e -any q uesti rr regarding d-xir lease fc l t o to contact us., T2M CONSULTING, Bret McGowan President Project N-arnr-: Student Family Housing ]Project #: 03-0001 1port Date: June, 212 2003 S,_i1rnp1c Date: March 273. 2003 Location: H -K Pit Description-- Pit Run Sample #: S03-1004 % Moisturt: 4.7 Atwrberg Limit,- Non Plastic Soil Classification G W SIEVE ANALYSIS REPURT Sieve Sizel Mm Sleve S__Ize % Passi Specs Ing 275 77 19 3/4q MOPENUM 72 12.5 I 9.5 3/8 63 4.75 #4 55 2-36 # 8 46 1.18 #16 33 0.600 #30 14 0_30 #50 6 0-15 4 0-075 #200 3.2 Sieve Analysis 100 so, 70 60 SO 40 30 20 .dkk,L 0 251.$ I 9.5 4 75 2.36 1,18 GAUD 030 0_16 0.075 Sieve Size If you have anv questions regar& tUS rePOM Please feel free to contact us. Respectfijily J1 T2M CONSULTING, Bret McGowan presadent %J ID 834-�-"O a'q I fii I EVE LYSIS NEVE SIZE W I SIEVE SIZE I % FABS 50 T 37.E 1 112° 116.0 Z to 114.0 3!4" 72 Q 112.0 9.5 0 110-0 a'q I fii I EVE LYSIS NEVE SIZE W I SIEVE SIZE I % FABS 50 T 37.E 1 112° 25 3!4" 72 12.5 112n 9.5 318 J] 4.75 #4 2.36 # U .425 # 40 •3i3 # 50 .150 # 100 .075 # 200 MOISTURE DENSITY CURVE MAX. DENS, PGS 115.6 OPT. MOIST, % 115 CORRECTED DRY DENSITY =126.5 C4RRECTED QST. MOISTURE = 9.3-- MV 0.0 f o [a 11.0 Moisture Content, '° Data Points --- iries 12.0 MAX DENSITY If you have any quesfions regarding this report, please feel free to contact me at (Zt�j� 757-9172. Respectfully, T2M Bret McGowan President 13.0 Project Name: Student Family Housing Prof-ect #: 03-0001 Report Date: June 21 2003 Samrfl.e Dar K- - e - March 27, 2003 Location: 11- K fit Description 3/4n Agg. B:ase ,Sample #: s03-1005 % Moisture: 03 Sand Equivalency: N/A S'l I i Ola GW 100 so 80 SIE`LIE ANA -Lysis REPO1tT Siteve Slze ,0 Box 143 extaurg., ID 83440 Project Name: Student Family Housing Prof-ect #: 03-0001 Report Date: June 21 2003 Samrfl.e Dar K- - e - March 27, 2003 Location: 11- K fit Description 3/4n Agg. B:ase ,Sample #: s03-1005 % Moisture: 03 Sand Equivalency: N/A S'l I i Ola GW 100 so 80 SIE`LIE ANA -Lysis REPO1tT Siteve Slze MM Steve size % Passing Specs 25 1" 100 19 3/4 94 12.5 1/2 mmmmb� 7 2 9.5— 3/8" ... MA 6 4 4.75 #4 50 2.36 #16 -)8 0.600 "0 #30 16 0.30 3 0 #50 9 0.15 #100 0.075 #200 4.22J Sieve AnalVs-1,S 20 10 0 ---r J. Its U.GG0 0.30 DA .5 DA76 Sieve Size If YOU huLve any questions regarch-ng thjs report, Please feel free to contact us, RespectUly, T2M CONSULTING, Bret McGowan President ::xbur g--, 1D nut PRoeroRANaLvsis SIEVE AN&YSIS Client BYU of Idaho SI EW S12E MM KW SIEVE SIZE IN % PASS Pmject Name: Student Familv Hogs 50 2 PLDLect #: 03-001 37.5 1112 Sam "I L-Pitn: HK25 3/ Visual Descdpfion.' bwe 19 3/4 100 Tested By -w Cjwton Mww 12.5 1/2 Go mon Method: C 9.5 3t8n Cylinder I., cf: 0.075 Lab #-9 03-1005 Date ISI 27.1 2003 1.18 # 16 Ma, sl Date Tested 8Ln 17, 2003 . NEENEEMMEbumpmp-M 60 # 30 Fractured Face: 1 side=68.-I50. -425 # 40 .30 # 50 .150 # 100 .075 # 200 --S'-Ar�--C MONO= MOISTURE DENSITY CURVE MAX. DENS, PCF 129.0 OPT. MOIST, % 9.5 CORRECTED DRY DENSITY CORRECTED OPT, MOISTURE W, 9.0 91.5 10.0 Moisture Content, % 0 Data Points --- Seri eS2 10.5 MAX DENSITY If you have any questions regarding this report, Please feel free to contact me at (208) 757-9172, Respectfully, T2M Bret McGowan President 11-0 11.5 12.0 130.0 CL 128.0 2� 2 16.0 124.0 122.0 MOISTURE DENSITY CURVE MAX. DENS, PCF 129.0 OPT. MOIST, % 9.5 CORRECTED DRY DENSITY CORRECTED OPT, MOISTURE W, 9.0 91.5 10.0 Moisture Content, % 0 Data Points --- Seri eS2 10.5 MAX DENSITY If you have any questions regarding this report, Please feel free to contact me at (208) 757-9172, Respectfully, T2M Bret McGowan President 11-0 11.5 12.0