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Home My WebLink AboutT2M DAILY FIELD REPORTS (1) - 03-00015 - BYUI - Student Housing 16 Buildings (160 units)Projects. Student Family H Location: Rexburg, ID Client: BYU Idaho Project No.: 03-0001 Equipment: HK Contractors Work Force: Bateman Hall Hid contractors '!.+lo:ilF 'im L, P.O, 60X143 Daily Field Report ousing Facility Dates. 3/11/03 Weather: Light winds Page 1 of 1 Temperature: 4511 day of the W k: Tuesday 1 CAT 1406 Grader 1 CAT D Loader, 3 10 Wheel End Dumps 1 Superintendent 2 Foreman I operator 3 Truck Drivers &0 fours 2:.0 Hours 8.0 Hours 8.D Hours $.0 Hours 8.0 Hours S.0 Hours Site Grading & Erosion Control Section 22Q1: Contractor began clearing and grubbing for snow norm wader storage area. Section 2Z12: Erosion control silt fence along north west comer of construction limits, below snow storm water storage, has not, been installed as per plan, see attached photo (sere phaco #10- on page 2 of Site Grading, Erosion Control & Utilities Phaco Log), Notified superintendent of deficient item, �t��rintnden' infQrm.l m� h�t� ��rr�i�� wiif be m�� • S t • 7• 1!11 f 1 i c I S It " 11 i 1 1 will be performed weekly and after each rain, as per plans. Section 2212: Contractor began excavating for snow storm storage wader area. Special Inspector: Bret McGowan Certification Number: 1035270 w �Y� _ •, °. �e � tic P'191 6QX14i Rexburg, ID 83440 Daily Field Report Project,:Student Family Housing Facility Date: 3112/03 Location: Rexburqi Ip Client: BYU Idaho Project No.: 03-0001 Equipment: HK Contractors Work Force. gateman Wall HK contractors Weather; Light winds Temperature: 591, Day of the Week; Wednesday 1 CAT 140G Grader 1 CAT 966E Loader 3 10 Wheel End Dumps I Superintendent 2 Foreman 2 Operators 3 Truck Drivers 8.0 Hours 8.0 Hours 8.a Hours 8.0 Hours $.0 Hours 8.a Hours 8.0 Hours Special Inspector observations: Contractors Hours; 8:Q0 am - 4:30 pm ite Grading & E ion -Control 99tt-18A X201: Caniratibr 6egan clearring and. grubbing north half of construction site. Section 2212: Contractor repaired erosion control silt fence along north west corner of construction limas, storm water storage., steel- posts betwlv�.;A�-':: were pinn wOK m od�n t,4tl�r�e�vrs v ex�ee�� pian ands specification requirements,, P Section X242: Contractor began placing embankment dor snow storm water storage area. Native soil was sampled for tesUng as per specifications. Observed fill was pumping due to excessive moisture, notified cvntrattvr. Fill was scarified and mixed with drier material then re -compacted. Ut'i'llities Section X401 & 24U3: Discussed the followino- items with RichIHK Contractor-$ , _ _ Idem 1: Locating wire dor C909 water line pipe will need to be installed as requesked by Lloyd Benson/BYU Idaho. This idem way got shown on plan details, but is no�� in specifications and referenced to ISPV+J+C 2002 manual. Special Inspectors. Bret McGowan Cert"ification Number: 1035270 P*O. BOX143 ReXbUm 411,110 83440 Daily Field Report Project: Student Family housing Date: 3/12/03 � � r bp€ciai inspector observations. Utilities Continued Item 2: Plumbers grater dine connection to building from S' stubs to be dare in conjunction with main water fine installation, pressure testing,, and bacteriological testing, �em 1: PV tont!ractors intends to use disinfecting tablets as per detail N1 C 5.1 diem 4: HK Contractors intends to use 41" x 8f' x i6•' concrete blocks ender fire hydrant risers, refer to detail Gf C 5. I Maderialleging An Atterburg Limit,, Sand Equivalency, andMvisture Density Relations tests were performed on J sample taken, The results showed that the materia[ was nvn-piasUc, with a 112.4 17.4% Frodor� and a 5,F�� I T��! �� flQuill I M111nIMUM W �� .�, , contractor and canna Architect ��a�i�+�t and on Thursday the 13th. To determine if the test results are sufficient dor the material to be used as embankment fay- this project. Special Inspecton Bret McGowan Certification Number; 1035270 Po* BOX143 Rexbutmv, 13440 Daily Field ptp6rt Project: Student Family Housing Facility Location: Rexburg, ID Client: BYU Idaho Project No.: 03-0001 Equipment.. HK Contractors mark Force,0 Bateman Hail HK Contractors Apra r - afft-�4�� Date: 3/13/03 Weather: Warm & clear Temperature: 45° Day of the Week: Thursday 1 CAT 1406 Grader 8.0 Hours 1 CAT 966E Loader S.0 Hours 3 10 Wheel End Dumps 8..0 Hours 1 CAT 980D Loader 8.0 Hours 1 Water Truck 8.0 Hours I Superintendent 8.0 Hours 2 Foreman 8.0 Hours 3 Operators 8.0 Hours 4 Truck Drivers 8.. Q Hours bpeciai LnspeCtar obsenrativns: Contractor--s-_ Hours; 8.0D am - 44:30 pm Site Gra Sedion 2201: Contractor continued cleaning and grubbing Of construction site:, Section 2202: Contractor continued placing embankment for snow storm water storage areas. Material was played in approximately 81r lifts thea compacted by graders., loaders and end dumps. Utilities Section 2401 & 2201: Discussed the following items with Lloyd Benson/BYU Idaho ... Item 1: Locating wire for C909 water line pipe will need toe ins ed as requested by BYU Idaho. This idem was not shown an plan details, but is noted in specifications and referenced to ISPWC 20D2 manual. Contractor or the supplier failed to nate the reference to ISPWC on the project plans and specifications, therefore it is their responsibility to supply locating wire, Specie InSpector: Bret McGowan Certification Number: 1035270 77 P 0.BOX143 RexDUrg, 83440 Daily Field Deport project: Student Family Housing Date: 3/13/03 a"- - -W - 0 � - apecfat inspecWr Observations: Utilft':As Contin ued Note 7 on sheet C I.4 specifies man hales, valve covers and etc., tO be raised paving. Uoyd/ByU Idaho will allow contractor to raise such items after paving Testina age 2 of 2 prior to asphalt IS completed. Section 2801 & 2802: L.A. Abrasion and Sodium Sulphate rn►i[ not be required as sated in speCifcations as per Cody/Rock Mountain Eng,, Mis�ellane ....o us HK Contractors provided only a singe walk fuel tank. Uoyd/BYU Idaho approved wall dank if containment aria has a diner and double the capacity of the tankuse �� single Special Inspector; Bret McGowan Certification Number: L03S2.70 P.O. B10"A""M43 Rexburg, ID 83440 Daily.Field Report Project; Student Family Housing Facility Datinn. '4nainz wcatlon: tceacburg, ID Client: BYU Idaho Project No.: 03-0001 Equipment: HK Contractors Work Force.: Bateman Hadi HK Contra-ctors 1M,04k...%..... [ Ir_ _ ,r Weather: Warm & clear Temperature, 59° Day of the Weekas Friday 1 CAT 1406 Grader 4.0 Hours 1 CAT 966E Loader 4.0 Hours 3 10 Wheel End Dumps 4.0 Hours 1 CAT 980D Loader 4.0 Hours 1 Water Truck 4.0 Hours I Superintendent 4.D Hours 2 Foreman 4.Q Hours 5 Operators 4,1 D Hours 4 Truck Drivers 4.0 Hours .wNG%w,ra, m«peuar oDser►rativns: Contractors Hours; 8:60 am - 12.D0 pm radj-nq 8c Erosion (Zontroll Section 2201: Contractor con��nu�d cleaning and grubbing of construction site. Page 1 of 1 �antractor cantinued placing Qmban�cm�nt for snow storm water storage areas. Plans detailed stockpiling topsoil�n the c�n�er of north half off' project, contractor rhos stockpile at the vel south end of project in the staging area, therefore silk fence e to protea new stvckpile loeatio€�, Cvntractor shin down due to ra�r� at 12:00 pmwas moved to No work was performed'.. Utilitiac 1%UMME-7 Special InsPectoro Brit McGowan Certification Number: 1035270 Project: Student F. Location: Rexburg Client: BYU Idaho Project No.: 03 -OC Equipment: HK Contractors Werk Force: Bateman Hall HK Contractors &"- - 2 Pao* 8QX1q; Rexburg, ID 83440 Dai ly Field Report amity Housing Facility Date: 3/17/03 ID Weather: Warm & dear Temperatures 4511 101 Day of the Week: Monday 1 CAT 1406 Grader 10.0 Hours 1 CAT 966F Loader 10.0 Hours 3 10 Wheel End Dumps 10.0 Hours i CAT 980D Loader 10.0 Hours 1 Water Truck 10.0 Hours f Superintendent X0.0 Hours 2 Foremen 10.0 Hours 6 Operators 10.0 Hours 4 Truck Drivers 10.0 Hours ap%!cfai inspector observations: Contractors Hours; 8:00 am - 6:30 pm- Section 22D3: Contractor continued Meaning and grubbing of construction site. Page 1 of 1 Section.2202: Contractor continued excavating end placing �em�ankrnent for snow storm water storage areas. Large boulders were encountered across job site. Contractor will work around them until his excavator arrives 4n site. Material was placed in approximately gr, li compacted by grade, [oaders and end dumps. Cuts ai south end of site crQt� OR then approximately 3' vertical face at edge of construction limits. Contractor iS to slope these areas at a 3:1 outside of construction limits as per Uoyd/BYU Idaho. Utilities Section 25010-1 Contractor excavated for existing sewer tine on W. 7th S. (see attached photo),, Section 22p2: Contractor began drilling blast hakes for trench eac�ar�atior� dor sewer and wader lines from Via, �p+pp �o �+4th on the wader fine. (bedrock was encountered from 4Fto 81" below existing ground) and from existing SSMH to SSMH #1 (bedrock was encountered from 2' to 4' below existing ground). Special Inspectpr; 9re-,t-MCGQwan Certification Numbers. 1035270 n .- i"T- f ' Llna�' f , ulv--4- ° ' ` f,L `n' r 3.. - a ,� -r.. i , r -Y . - 1 " cm i - a - d d. '�' r'i ° �' .7 ..� .- .-,a� �� -q - �7 ' .. ear. ' __ ,`rY, '� i.. _ . _Y- '�,�,y - s -s y.e �.•. 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BOX143 ReXbUrg, ID 83440 Daily Field Report Project: Student Family Housing Facility Location: Rexburg, ID Client: BYtJ Idaho Project No.: 03-0001 Equipment: HK Contractors Eagle Rock Blasting Work Force: Bateman Half HK Contractors Eagle Rock C" � lzmlw.� M . .1 AV __ nate: 3/18/03 W ther: Warm &clear TemPerature: 44° Day of the Week: Tuesday 1 CAT 1406 Grader 8.0 Hours 1 CAT 966E Loader 8.0 Hours 3 10 Wheel End Dumps 8.0 Hours 1 CAT 9800 Loader 8.0 Hours f Water Track 8.0 Hours 1 Komatsu LC 250 C 8.0 Hours 2 Drill Rigs 8.0 Hours 1 Superintendent 8.0 Flours Z Foreman 8.0 Hours 3 Operators 8.0 Hours 4 Truck Drivers $.0 Hours 4 Drillers 8.0 Hours .%7pem.las llispeczor vasen►ations: Contractors lours; 8:00 am - 4;30 pin ire firading & Erasion Section 2201: COntracLor continued c[eani construction sidet ng and grubbing and stockpiling of topsoil for Page 1 of 2 Section 2202: Contractor continued excavating and ,lacing embankment for+_^vrremoved bauider� w srm v�rater storage areas. Large boulders were encountered across jab site. Contract with excavator from site. Material was placed in appr�axima�ly 8" lifts then coin acted by grader -s, loaders and end dumps, Cuts at south end of site created an aPProximately Yvertical fare at edgy of construction limits, Contractor is tos#op� These areas ata 3;1 ��tside of construct -Ion 1-mits as per Llvyd/B�'U Idaho. Special Inspector: Beet McGowan Cerffication dumber: 103527o Z P.O. BOA rg, 183440 Daily Field Report Project: Student Family Housing Date: 3/18/03 & MO ..M .E- - T U apmidi Lnspeaor observations, dt ifies E6.�. Section 2202: Contractor continued drilling blast holes for trench excavation for sewer and water lines from sta. 0+00 to 1+40 on the water line (bedrock was encountered form 4" to 8" below existing ground) and from existing SSMH to SSMH #1 (bedrock was encountered from 21 ta 4-' below existing ground). Contractor began drflling for wateiaine FromW czt M ..Q to stub outfor future connection io water line. Blasted water line trench from Sta. 0+00 to 1+40.6 Special Inspector: Brei McGowan Certifcation Number: �p35��p �. L i POO. Boxi 43 Rexburg, 13440 Daily Field Report Project: Student Family Housing Facility Location]: Rexburg, ID Client: BYU Idaho Project No.: 03-0001 Equipment: HK Contractors Eagle Rock Blasting Work Force: Bateman Hall HK Contractors Eagle Rock VAP Page 1 of 2 F" Date: 3/19/03 Weather: Warm & clear Temperature: S211 Day of the Week: Wednesday 1 CAT 1406 Grader 8.0 Hours 1 CAT 966E Loader 8.0 Hours 3 10 Wheel End Dumps 8.0 Hours 1 CAT 9800 Loader 8.0 Hours 1 Water Truck 8.0 Hours 1 Komatsu LC 250 C 8.0 Hours 2 Drill Rigs 8.0 Hours 1 Superintendent 8.0 Hours 2 Foreman 8.0 Hours 3 operators 8.0 Hours 4 Truck Dnwvers 8.0 Hours 4 Drillers 8.0 Hours aPmfas inspector obsenrationsm ContractorS Hours; 8:00 am - 4:30 pm Section 2201: Contractor continu# construction site. eaning and grubbing and Stockpiling of topsoil for Section 2202: Contractor continued excavating and lacing embankment for snow storm wader storage areas. Large boulders were encountered across jab site. Contractor removed boulders with excavator from site. Material was placed in approximately S" !ice ��en compacted graders, loaders and end dumps. huts at south end of site crewed an approximately � face at edge of cflnA�-u�ion ��. �Qn�ra�� 4s �c� nope these areas at a 3 1� outside 3' vert�Cal construction limits as per Uoyd/ByU Idaho. ts4de of Special Inspector0 : Bret McGowan Certification Number: I035.27n P.O. BOX143 Rexburg, ID 83440 Daily Field Report Project: Student Family Housing Date: 3/19/03 apecjai inspector observations: Utilities Page 2 of 2 Section 22p2. Contractor continued drilling blest holes for trench excavation for water line from sta. 1+40 to stuff out for future connection to water line. Contractor 1+40continfued d�r�iE�ng or wa1ine frim sta. to stub out for future connection to grater line, Contractor blasted for water fine from eta. 1+4p to 3+50 and from sta. 3+5() to 6+3 3 fn�r�ding "T to Bldg.'s #1 & #2(see attached boring logs). Section 240-1: COntractor tied into existing 8"" water line Qr� V41, 7�h S. from sta, 0+00 to Q +70, (1) 12-` iron ductile T. (2) 12'r tO 8" reducers. (2) 12" - 4511 iron ductile elbows, 64' x 12" iron ductile water line,, and (1) butterfly valve for water dine were placid. Contractor then placed approximately 4.D c.y. of concrete dor thrush blocks with reinforcing steel on water line (see attached photo). -Section 2501: Contractor tied into existing sewer line with new 8�r sewer Ione between existin SSMC and SSMH #I(see attached photo). Placed apprc�Ximafiel�r 201 of seer line,, g Testing Section 2202.- 9 fell densities were taken on embankment for mass grading. All tests were found 'to meet minimum compaction requirements, Special Inspector. Bret McGowan Certification Number: 1.03.5270 -- J ly— I -f I Project: "A Wj�, Project No.: 0 Page? -of FIELD DENSITY SAND CONE METHOD PKX; 0111.5 Sob Test No. Date Location & Elevation 7 11 f3eow Bottle + Sand .64 # 3 �-�;3 74 13otUe + Sand after test � �.�7 3,�` �, � �.�� J Sand in Cone Plate + Hofe lbs. Sand/Sand Calib oe 1 +0 VOL of Plate + 0C()3CJ8 040C)370 Cone Vol, of Hale coo 7+Z. Or OI!5 '�o Materia! in Hole WetWt Material in Hole Dry Wto 'f3 Fc) 8 Wet Densft �rk3 2-3-,, 3 Dry Density WetWeight � �� CF� Dry Weight fi5 T !i Moisture ill Wet Mi DrV I Mois 0/b Moisture 46' 0/0 Compaction Required Compaction Technician. A a. T.0 Signature: Date: Weather. c4rftK � 17c 5 OPT* I�,toeS'tApt 74o'014.5 Page of 2 FIELD DENSITY �> SAND CONE METHOD S`2iO�AfT�1M-r- Project.L4j koasmcr- Date: 3`19'(13 Project No.: CY3-Cook Weather.,• GrJNLN1.� i4sl roc No. Date A3 t 311 3,-11 ti 3lj�t�fCR�T-i f5 �Su1U 5 R�I6RIZ-i+ �o`Sot,�J f 6' CA51— !' 51611unPF Juil� `�A�«ation & } � ��ttiEST �i (o0'by`e� Elevation DV bkof' SW 0� 56 of {�'1E o� 5� (�i� CfiRPlI: ;�.tt' 7sl GD�iSf�Lb'F CcR�v'L�°� CDRiuiS&.6F t;�RN�i�-b�f n.E B�.oix;; "3 �+ �'�� SUB•(�RAD Sit�GW'�Og.g'ugC�� 5�i66�R,� G1�✓ �i$td�ADt :• , eocne+Sand 5475,3 S4�` ,7 5417.2 153'1%e 5408./v Bottle +Sand 2f�rtestSand in Cone Plate Hole+ ,� 4-�,�Z�J �p•� 4� 4z��.'f 4- 2313 X4'.5 Ibs.Sana/SaM Calib.=&Q.4 O• (>.C�l�$ D.11)L 80115U (}�ii37 (3>j�5cl Oaf lD9 VOL ofPlate + p.03i� 0��3`l� 6��R� b,�3i�3 6,G37b E.�3`fo� 0,4376- Cone VOL °fHole b�o�T7 0# blab 6@071 0 2, cv.oy37 C.0741 6.o711 Material Hole � 3kieWetW42ZI r 37��. b4� 42►�.� 4c14, Material in Dry 2C. ✓A^6 C 7 `fU 3�6&� 355`3,(a 385+.l 3VIZ&4� 373�,4 3�SI7.5 Wet Density12�j..1 123,0'200.1 Dry Density DIPJ. �l )-6�o• 16.% 11 3t C).•3 10 CIS (>p�pelobb9% 1 i45 i� �s Si4.� 114-.5 i:5 Wet Weight 48 3,o, i 45z.Z 5 04+ �14:� �i72.7 531 • i �42*3 ry DWeigM �32�Jr 3864� ��.1 ,"/2.Z Moisture in SD. 40(S.7 3 /p Z.¢5w Grams 0/0 Moisture- / 1%. 0 i -z.I Ali MO Compaction 'S CIC7 CAIC-5 C Required 16m, CyC , Cp C75 Compaction C� q V /� CJ 45l ,� T+echnich u Signatu P.O. B00"X'143 Rexbuiy,„wfflw 13440 Daily Field Report �• �aLZ a LUuenL ramny Housing Facility Location; Rexburg, ID Client: BYU Idaho Project No.: 03-0001 Equipment: HK Contractors Eagle Rock Blasting Work Force: Bateman Half HK Contractors Eagle Rock Page 1 of 2 Date: 3/20/03 Weather: Warm & clear Temperature: 5211 Day of the Week: Thursday 1 CAT 1406 Grader 8.0 Hours 1 CAT 966E Loader 8.0 Hours 3 SO Wheel End Dumps 8.0 Hours 1 CAT 9800 Loader 8.0 Hours 1 Water Truck 8.0 Hours 1 Komatsu LC 250 C 8.0 Hours 2 Drill Rigs 8.0 Hours I Superintendent 8.D Hours 2 Foreman g.0 Hours 3 Operators 8.0 Hours 4 Truck Drivers $.D Hours 4 Drifters 8.0 Hours av=ma, AuspecEor ouservatiorts: Contractors Hours; 8:00 am - 43D pm I* ion Control Section 2201; Contractor continued cleaning and construction site. grubbing and stockpiling of topsoil for Section 2202: Contractor continued excavating and placing embankment dor snow worm wader storage areas. Large boulders were encountered across job site. Contractor removeboulders d with excavator from site. Material was placed in approximately S”lifts then compacted by graders., loaders and end dumps, Cuts at south end of site crested an approximately 3' ertical fete at edge of construction fimits.- Contractor is to slope these areas ata 3:1 outside of construction [units as per UoydJByU Idaho. SPeciall Inspector: Brei McGowan Certification Number, 1035270 R -Oe BOW143 M~ RexbuF W, ID 83440 Daily Field Report Project: Student Family Housing Date: 3/20/03 Special Inspector observations: Section 2202: Contractor continued drining blast hopes far trench excavation for water line from sta. 1+40 to stub out for future connection to water line. Contractor continuii ng for water Ione from sta. 1+40 to stub out for future connection to water [int. Contractor blasted trench excavation for water line from eta. 1+40 to stub out fr future cvnnec�vn to wader line., electrical drench from 15KV switch at east entrance 35"�towards existing power poke and sewer line from spa. 2+0Q to 3+7Q between existing SSMH and SSMH#1,, Section 24p1: Contractor placed approximately Z0` of 12" gran duct -Ile pipe for water lire from sty. 1 + Q0 to 1 + 2Q at east enhance of project. Section 2602: Existing storm drain to -die into SDMH #2 is approximately 180-1 short of station (see attached photo), Notified contractor storm dram will have to be placed. Meeb"ngs Attende meeting with Jared/LDS Purchasing Dept., Robert/Bateman Hail, Randy/JHS, and Tim/Castle Electric. Items Discussed were... Idem No. 1: D -Mark locations for telephone and cable. 111f I 1 ni. z . t--uur or rejepnvne conduit for QWest and its availability, Item No. 3: Additional cnni-ininim Inn mf I ; _-b w �� ,,,,,I�,u,� JUJ Iu�.ure fnST.ailatlOns as renHPctar{ h,/ BYU idana. _.--.. .u. V W uC Nruvruang power BYU Idaho or Utah Power? Special inspector: Bret McGowan Certification Number.w 1035270 { -� a° ='"TSS::- • • , _ r r _ �y _ .: _ - y :' i a• 41, 7r r .,c r •r s _.. _r -'. mss— _ +14y�.... a. �•}�s`�-r15- `• _ �'` z id_ 14'--Y k� :} ° zry � n: hre v v ., . � ` -• - '- s',�F: .° . , . ';boa .. • _ ate. _ a: " r ., . T..d ;• �y� ' lry�r �` . . LL 7-1 dr , .. - _� _ a. ,s m - a. is �,, �•Je ..r �,. �,_. •- L � a T a• . i_. a s _.{•V r.a 1.• . > n• _ f4. -AA 1 4 _ ,.. r 1. r• E a 2.` _ r .,rya �" ° a. _ J{y.-.0 s `L �a i a• z• F a 1 _ _ .1d• k _ .' ro , IL SOW t.1 ng z '4 e , e-, 211 - - , ° :ter! . l ae page ia n Control 8 vraaing, trosIc Rks Phots Lna) Rexburg, ID 83440 Daily Fieid Report Project: Student Family Housing Facility Location: Rexburg.. ID Client: BYU Idaho Project No.: 03-0001 Equipment: HIS Contractors Eagle Rock Blasting Work Force: Bateman Half HK Contractors Eagle Rock Date: 3/21/03 Weather: Warm & clear Temperature: 51° Day of the Week: Friday 1 CAT 1406 Grader 8.0 Hours 1 CAT 966E Loader 8.0 Hours 3 10 Wheel End Dumps 8.0 Hours 1 CAT 980C Loader 8.0 Hours 1 Water Truck 8.0 Hours 1 Komatsu LC 250 C 8.0 Hours 2 Drill Rigs 8.0 Hours I Superintendent 8.0 Hours 2 Foreman 8.D Hours 3 Operators 8.0 fours 4 Truck Drivers 8.(? Hours 4 Drillers go fivUrs tipecial inspector observations: Contractors Hours; 8:00 am - 4:30 pm ite Gn ..d.inq & ftosion Control Am M .8 SWOW2.0 Section 2201: Contractor continued Meaning and grubbing and stockpiling of topsol"I for construction site. Section 22Q2. Contractor continued excavating and placing embankment for snow storm water storage areas_ Largs boulders were encountered across jab site. Contractor removed boulders with excavator from site. Material was placed in approximately 81" lifts then compacted by graders., Inaders and end dumps. Cuts at south end of side created an approximately 3' vertical face at edge of constructJon [units. Contractor is to slope these areas at a 3A outside of construction limits as per Uoyd/BYU Idaho. Special Inspector: fret McGowan Certification Number; 1035270 Pa0- X Daily Field Repo -rt Projects. Student Family Housing Date: 3/21/03 Special Inspector observations, UNfilties age Section 2202,-L, Contractor continued drifting blast holes for trench excavation for water dine from sta. 4+ 00 to 8+70. Contractor began drilling blast hakes dor electrical trench from existing power pole an W. 7th S. at east entrance of project', to the SW corner of Bldg. #1. Contractor blasted dor sewer trench from spa. 7+25 to 1Q+25 and services to Bldg.'s #1, #2 & #3, Sedion 24D1: Contractor placed approximately 100.0 c.y, of lean concrete as backfill for water lire trench across W 7th S. from spa. 0+00 tO 1+00 at eat entrance of project.' Special Inspector. Bret McGowan CerUffication Number: 10 5270. P90. BOX143 ReXbUrg, 183440 Daily Field Report Project: Student Family Housing Facility Date: 3/24/03 Location: Rexburg, ID Weather: Warm & clear Client: BYU Idaho Temperature: 46° Project No.: 03-0001 Day of the Week: Monday Equipment: MK Contractors Eagle Rock Blasting Work Farce: Bateman Half NK Contractors Eagle Rock 1 CAT 140G Grader 9.0 Hours 1 CAT'966F Loader 9.0 Hours, 3 10 Wheel End Dumps 9.0 Hours 1 CAT 980C Loader 9.0 Hours 1 Water Truck 9.0 Hours 1 Komatsu LC 250 C 9.0 Hours 2 Drill Rigs 9.0 Hours I Superintendent 9.0 Hours 2 Foreman 9.4 Hours 3 Operators 9..0 Hours 4 Truck Drivers 9.D Hours 4 Drillers 9 -PO Hours mopeciai inspector observations: Contractors Hours; 8:0-0 am - 5:3Q pm Page 1 of 2 Section 2202: Contractor begat excavating and stockpiling blasted material from utility trenches, Reject sand from Ashcroft Pik was hauled in for trench bedding and backfill. Material was sampled on March 21st, 20p3 and testing was completed on Marsh 24th,, 2a03. U t ff Section, 2242: Contractor continued d Iffing blast holes for trench excavation for sewer line from Stcl. 5+43 t0 7-t-25 between SSMH*2 and SSM14#3, and fromsta.3 tv 8 04 S5N1�-l�Z Co SSMH#5 line. Contractor blasted for electrical trench from existing power pole on W. 7th S. at east entrance of project, to the SW corner of Bldg. #4. Blasted for wader dine from sta. 4+00 to 8+7Q. Special Inspectore Bret McGowan Certification Number: 1035270 P406 BOX143 6��MR F-1 T EA 117 Daily Field Report Project: Student Family Housing Date: 3J24/03 Special Inspector observations: Utifitigs- Continued Page 2 of 2 Section 2401: Contractor placed approximately 11' of 12"" C909 pipe, (1) 12-'-' ductile iron T', (1) 8"" reducer, (2) 12"' duct'le iron 45° elbows from sta. 1+40 to 1+50, and 36' of 12;"' ductile iron pipe for water fine from sta. 1 + 00 to 1 +40. Electrical Section 16111: Contractor placed (2) 4"and (1) 2"F conduit sleeve across W. 7th S. at east entrance and (1) 4"' conduit sleeve across W. 7th S. at west entrance t4 project.. Note; All materials were placed as per plans and specification. Special InSpector: Bret McG Q-wa n Certification Number: 1035270 _ �.�T-�a� •a.F 4� 4 j' ._ � _ i'.A J r�4 I•� F1 � V �� le. •.. PvO* BOX143 Page 1 of 2 d. Daily Field Report Project: Student Family Housing Facility Location: Rexburg., ID Client: BYU Idaho Project No.: 03-0001 Equipment: HK Contractors Eagle Rock Blasting Work Forces. Bateman Hail HK Contractors Eagle Rock date= 3/25/03 'Feather: Warm & dear Tern peratu re a. 460 Day of the Week. Tuesday, 1 CAT 140G Grader 9.0 Hours 1 CAT 966E Loader 9.0 Hours 3 10 Wheel End Dumps 9.,0 Hours 1 CAT 9800 Loader 9.0 Hours 1 Water Truck 9.0 Hours 1 Komatsu LC 250 C 9.0 Hours 2 Drill Rigs 9.0 Hours I Superintendent 9.0 Hours Z Foreman 9.0 Hours 3 Operators. 9.0 Hours 4 Truck Drivers 9.0 Hours 4 Driffers 9. 0 ours Special Inspec#or observations: Contractors Hours; 8:00 am - 5:30 pm 1-1 In ion Cantron Section 2202-, Contractor continued excavating and stockpiling blasted material from utility trenches.; Reject sand from Ashcroft Pit was hauled in for french bedding and backfillk Utilities Section 22{32: Contractor continued drilling blas- holes far trench excavation for electrical lines Pram I SKV switch to SE corner of f3ldg. #6. Contractor blasted for sewer line from sta. 5+43 to 7+25 between SSMH#2 and SSMH#3, and from sta.5+43 tO $+00 SSMH#2 to SSMH#5 line. special Inspector: Bret McGowan Certification Number: 103_5270 PeO. BOX143 i , 83440 Daily Field Rep, ort Project: Student Family Housing Date.: 3/25/03 Special Inspector observations: UtiLities Continued a MOP - T-M-MWOM Section 24U1: Contractor placed approximately 37' of 12" C909 water line from sta. 1+55 to 1+9Z and placed {I} 12""' to 6"" Iron ductile `Tr (1) date vane ver/riser & box, (1) fire hydrant Sz riser, and 19 of 6" C9(39 mater line., ` of 12" C9.09 waterline from sta. 1+92 to 5+32., and 132.a c.y. of lean concrete for backfill of wader line across W. 7th S. Meetin s Attended Bi -weekly meeting with Lloyd/BYU Idaho, Randy/JH Dofl/Bateman Hall, Rich/HK Contractors, Mitch &Cody/RMS E Discussed the following items... S Architects, Robert & ng., and Tim/Castle Electric. item No. 1: 151" HDPE storm drain across east entrance to project needs to be placed Architect and Ovil will follow with change order. Idem No. 2,,- Architect proposed to eliminate 1 valves for water service to each building and place �. valve were ServiceEfnes'T' omain dine. Item No. 3: Contractor requested when owner provided 15KV switch will be available. Item No. 4: Contractor requested for clarification an addendum for Bldg.#S. Item No. 5: Existing storm drain is approximately 200' short of man hale it is designed to tie inti, College will have to pay to extend, Item Na. 6.o Contractor scheduled grading for Bldg."s #1 & #2 to be completed by next meeting. Item No. 7: RFI for fixed or adjustable shelving. Item No. 8: Temporary cOnstruction fence not required by college., Item No. 9: Adding future conduit sleeves and storm drain across south road of project. Item, No. IQ: Soli corner of project bedrock 5' to 5' into sub -grade, Note.* Al! materials were placed as per plans and Specifications. Specie! InSpectors.Bret McGowan Certification Number: 1,435270 I Pro W�L 3�4 16, & jL _r,� .1 . I . . . . . . . . . FT a M I. Im A 77 411+ Ilk 74 13W f . .5" ALF, JIF I ........... . , '7 . . . . . . . . . ... '4 ..... .... . 7 .7; A. ... ....... 7. 4 L Pro W�L 3�4 16, & jL _r,� .1 . I . . . . . . . . . FT a M I. Im A 77 411+ Ilk 74 13W f . .5" ALF, JIF I P.m 0. BOXII 43 Rexbus"m iv, 83440 Daily Field Report Project: Student Family Housing Facility Location: Rexburg, ID Client: BYU Idaho Project No.: 03-0001 Equipment: HK Contractors Eagle Rock Blasting Work Force.M Bateman Half HK Contractors Eagle Rock Date: 3/26/0-3, Weather: Rain, hail & snow Temperature. 43°' Day of the Week: Wednesday 1 CAT 140G Grader 9.0 Hours 1 CAT 966E Loader 9.0 Hours 3 10 Wheel End Dumps 9.0 Hours 1 CAT 980C Loader 9.0 Hours 1 Water Truck 9.0 Hours 1 Komatsu LC 250 C 9,0 Hours 2 Drill Rigs 9.0 Hours I Superintendent 9.D Hours 2 Foreman 9.0 Hours 3 Operators 9.Q Hours 4 Truck Drivers 9-.0 Moors 4 Drillers 9.0 Hours 3pectai inspector observations; Contractors Hours; 8:00 am - 5:3[3 pm ate Gradin & Erosion Control Sect -Ion 2202: Contractor continued excavating and stockpiling blasted material from utility trenches. Reject sand from Ashcroft Pit was hauled in for trench bedding and hac�il�. Utilities Section 22Q2: Contractor continued drilling blast holes for trench excavation for sewer dines from 5+40 to 7+15. Contractor blasted 315' of electrical trench from 15KV switch to SE corner of Bldg. #68 Special Inspector*: Bret McGowan Certification Number: 1035270 rIT T -. t �'S i P-0,- BOX143 ReXbUrg, 183440 Daily Field Report project: Student Family Housing Date: 3/26(03 bpeciai inspector observations: iftil Wes Continued Section 2501„ Obseived contractor excavate blasted trench over existing sewer Ione. Upon opening the trench I and the contractor observed that the blasting had removed a section of the existing sewer ling, Notified Rich/HK Contractors that it would have to be repaired immediately. Contractor did not repair the sewer line due to lark of materials. A retention pond and small beech bei were constructed for overnight (see attached photos). Note: A(1 materials were places as per pians and speciFcatians. Special Inspectors Beet Mr-G"wn Certification Number: I035270 r , .. .,d _ .h< .. _ :-'�'+a ^'?'�"Y r_'ti: it �-e•-m�,•:a_ .. ...: _s ._ F:r , ' -71 7. _ 1 77 411 i Via„ .r : -. "•' - _ - .. -. , . __ As _10k JIMC mm.. i 'z - Ta i-• - - e —+ e• 14 s -i py a .mak .. _ •� ry 7 Mgt AM AL , ' .-w�•. � :t, it su.�"..a,� - _ �••' . .; `-r. ,:.. ,. .'. w, .. ,a., Safi. Y -, �'. .•° _ ;� .'�'�•`• w�. •�,4:r - a . . ° f NN If _ `40 • ti:. ,. � ,; _ . ,fir , r r JF < =i �L exl$ IF _ 4 -WALL. te tiT , �- r " w T Ir , 1 P.T.'51 -e- 7144' k IF 467' a _ ' . ti -c' ,• .�ar'1' .. �d �.'=+rte. :•� `.k�L's �. r '.k=�' t-yk+, �. T.: �ki. !"•' 1- - ° ' �..q4r ,_ -ti+ 1 � "a 'moi": y-,' ' , „ v nay zz�. _e • o iL ' il->t �; •, • � ..rt k ° fir`. �� ._ .. � Y • _ .. — t JIkr z _ I` S r' a '_ , •; � 1'- : - s -• a .'. ' '• _ +v •• ` - _ T� I Y 1 ..- a _ L - - PoO. BOX043 Rexburgp 183440 Daily Field Report. Project: Student Family Housing Facility Location: Rexburg., ID Client: BYU Idaho Project No.: 03-0001 Equipment: HK ContraCtors Eagle Rock Blasting Work Force: Bateman Nail HK Contractors Eagle Rock Date: 3/27/03 Weather: Light snow Temperature: 4011 Day of the Weeks. Thursday 1 CAT 140G Grader 9-.0 Hours 1 CAT 966E Loader 9.0 Hours 3 10 Wheel End Dumps 9.0 Hours 1 CAT 9800 Loader 9.0 Hours 1 Writer Truck 9.0 Hours 1 Komatsu LC 250 C 4.0 Hours 2 Drill Rigs 9..0 Hours i Superintendent 9,p Hours 2 Foreman 9.0 Hours 3 Operatom 9.0 Hours 4 Truck Drivers 9.0 Hours 4 Drifters 9.0 Hours bpecial inspector flbservatiDns; �'on�rac�vrs Hours; S:Da am - 5:30 pm ,N M on Control Section 2202: Contractor continued excavating and stockpiling blasted material from utility trenches. Reject sand from Ashcroft Pit was hauled in for trench bedding and backfill, Utilities Section 22Q2: Contractor continued drilling bies for sewer line rench from SSMH #5 to 8+00 (Bldg. #G service), for water line from sta. 0+00 to 3+50td he service dine for Bldg, #5 & #6. Also drilled blast holes for storm drain line from Bldg, #1 & #2 service ling to SDMH #2, from SDMH #@ to SDMH #1, from SDMH #I to snow/storm storage area, and service dine iBldge #3 & #4.o Contractor blasted sewer line trench from eta. 5+40 to 7+15. Specie! Inspector: Bret McGowan Certification Number; 1035270 Rv �'k7q r IT in P*0- BOX143 Rexburg, ID 83440 Daily Field, Report Project: Student Family Housing Date: 3/27/03 Special Inspector obsen►ations; Utitilfies Continued Section 2501: Observed contractor repair section of the existing sewer line that was removed by blasting (see attached photos), Section 26{]l: Contractor placed 3 1 Q' of 15"" HDPE pipe- across easy entrance to project adjacent to W. 7th S. Section 2401 & 25Q1 : Contractor Placed approximately 4,75 c. y. Of Cvncrete for thrust blocks on future rater line stub out, siva. 5+f,7 angle in wa�+e�- line. 'T' for s�nrice line to Bldg, #1 &#2 for wader [ire, and CO #6 for sewer line'. Note: All materials were placed as per pl��s aid specif�ai�vns. Special inspector: Bret McQgwan Certification Number: 1035270 .. F - , i 3r.- -mss'- _ �• `_ _ °+-:� Av .."kY p - t °e r $ , ,.r, 1:'�%. -4n^.: - _ a'$ ° o p,.� r3• " '.a: r - ., �+ L. pima. - ... ,.• - 1 211 AAP .. - . 'Tr:' '.+-• � r- '.. " _ -.A3 0 ' s `'mow' �;.° , +y'�, ' ^ `* � _ ?► -- -'s-� . s est° � ,; �`. _ ;•• ..- _ �, __ - _ - - _ 4• �` �'° ® - ... _ ._. ° _ ate' - i _ .• „fs _ _ .Ile` •.' ,. _,.^ ,r '='•� ° „i '- •';r 1: °'LWr: - _ i u : e. r _ 33 AR: r, cam• 1 _ µ_ ,p.1�yF d a - pp _. -07 WL r _ _ •r?ll�, -. ' }'- ;' . �¢''�4p s �^,.. �' '.p • � r � - - - 1 :SL --, �P . i Ir ° " p • `• , ,#!4. y' ..,. 1. cam,'"_. _ -. 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BOX143 Rexburg, ID 83440 Daily Field Project: Student Family Housing, Facility Location: Rexburg, ID Clients. BYU Idaho Project No,,* 03-0001 Equipment.,0 HK Contractors Work Force.a Bateman Hal[ HK Contractors 1 Report Date: 3/28/03 Weather: Overcast Temperature: 4511 Day of the Week: Friday 1 CAT 140G Grader 4.0 Hours 1 CAT 966E Loader 4.0 Hours 3 10 Wheel End Dumps 4.0 Hours 1 CAT 9800 Loader 4.0 Hours 1 Water Truck 4.0 Hours 1 Komatsu LC 250 C 4.0 Hours 1 Superintendent 4.a Hours 2 Foreman 4.0 Hours 3 Operators 4.Q Hours 4 Truck Drivers 4.0 Hours special inspector observations: Contractors Hours; 8:00 am - 12:00 pry ft.e Gradina-&Erasion Control Sedion 22Q2: Contractor continued excavating and stockpiling blasted materiel from utility trenches. Reject sand from Ashcroft Pit was hauled in for trench bedding and backfill, Section 2501: Contractor placed 280-F of 4'F'r sewer line from CO #3 to sta. 8+30. Special inspector: Bret McGowan Certification Number: 1035270 P.O. BOX143 Rexburg, ID 83440 Daily Fie I -d Report Project: Student Family Housing Facility Location: Rexburg, ID Client: BYU Idaho Project No.: 03-0001 Equipment: HK Contractors Eagle Rock Blasting Werk Farce: Bateman Hadi HK Contractors Eagle Rock Blasting Sheiss Surveying Date: 3/31/03 Weather: Wind y & partly cloudy Temperature: 69° Day of the Week: Monday 1 CAT 140G Grader 9.0 Hours 1 CAT 966E Loader 9.0 Hours 3 10 Wheel End Dumps 9-.0 Hours 1 CAT 980C Loader 9.0 Hours 1 Water Truck 9.0 Hours 1 Komatsu LC 250 C 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 2 Drill Rigs 9.0 Hours I Superintendent 9.0 Hours 2 Foreman 9.0 Hours 5 Operators 9.0 Hours 5 Truck Drivers 9.0 Hours 1 Laborer 9.D Hours 1 Fore ma n/131aste r 9.0 Hours 4 Drillers 9.D Hours 2 Surveyo9.0 Hours v2pecfa: mspeMr observations: Contractors Hours; 8:00 am - 5:30 pm Site Gradin & Erasion Control Section 220z: Contractor cvntinued excavating and stockpiling blasted material from utility trenches. sand from Ashcroft Pit was hauled in for trench bedding and backfill. Pla-ced approximately i.' of material too granular to fest north of Bldg, #1l#2 & #3. Fill was placed in approximately 12"F lift's then compacted by vibratory roller making 5 t0 8 passes each lift. Special Inspectnr: fret McGawan Certification Number: 1035270 ri 9 , BOX143 Rexburg, ID 83440 Daily Field Report Project: Student Family Housing Date: 3/31/03 Special Inspector observations; n Contras Continu Contractor continued drilling blast holes for sewer line tren h frorn spa. 7+31 to 12+3G across CO#O thru CO#12, Contractor blasted for sewer & wafer line trenches parallel to each other between SSMH#2and the T' for service line to. Bldg.,#10 Sc #13; storm drain from downspout connection of f3ldg.#2 to outlet of snow/storage area; storm drain from downspout connection of Bldg. #3 to SDMH#I. Utilities, Section 2307,-, Placed asphalt for patching of sewer an water dine trenches at east & west entrances of project across W. 7th S. Asphalt was placed at thickness equal to existing roadway then compacted by steel wheel roller. Section 2601: Contractor placed 140' of 12" HDPE pipe for storm drain from SDMH-#2 to outlet of snow/storage area, and 40' of 4" HDPE form SDMH#2 towards Bldg.#L Section 2401: Contractor placed 120' of 4"f 0909 pipe for water line for service line to E31d .#I & #2. Nate: All materials were placed as per plans and spe.^tfcativns. Special Inspector: Bret McGowan Certification Number: 1035270 •--• � H 4.. . - �-._ day _ „ ,.. �,_,�S PoO. Daily Field Report Project: Student Family Housing Facility Location: Rexburg, ID Client: BYU Idaho Project No.: 03-0001 Page 1 of 2 Date. 4/1/03, Weather. High winds, snow & hail Temperature: 5711 Day of the Weeksm Tuesday Equipment: HK Contractors 1 CAT 140G Grader g.0 Hours I CAT 966F Loader g.0 Hours 3 10 Wheel End Dumps 9.0 Hours I CAT 980C Loader 9.0 Hours 1 Water Truck 9.a Hours I Komatsu LC 25Q C Trackhoe 9.0 ,Hours I CAT 350L Trackhoe 9.0 Hours 1 John Deere 714 Backhoe 9.p Hours I CAT 446B Backhoe 9.0 Hours Eagle Rock Blasting 2 Drill Rigs 9.D Hours Werk Force: Bateman Hal! 1 Superintendent 9. a Hours HK Contractors 2 Foreman 9.Q Hours 5 Operators 9.D Hours 5 Truck Drivers 9.0 fours 3. La borer 9.0 Hour's Eagle Rock Blasting 1 Foreman/Blaster 9,0 Hours 4 Drillers 9.D Hours Sheiss Surveying 2 Surveyors 9.Q Hours Special inspector observations: Contractors Hours, 8:00 am - 5;3Q pm Site -Ora din ■ ton Section 22a2: Contractor continued excavating and stockpiling blasted material from utility trenches. Reject sand from Ashcroft Pit was hauled in for trench bending and backfill. Placed approximately 1-1 of material too granular to test south of Bldg.03 & #4. Fill was placed in approximately 12"r lifts then compacted by vibratory roller making 6 to 8 passes each lift. Special Inspector: Brei McGowan Certification Number; 1435270 _ LF �Y P.O. BOX143 RIADIvnburgy ID 8 Daily Field Report Project: Student Family Housing Date: 4/1/03 3peClal ]Inspector b5ervatigfl5; ite Gradin a in Section 2202.- Contractor continued drilling biast holes for wader dine trench, secondary wader line loop, from sta.. D+04 to 2+85, and for worm drain trench from drainage control structure in snow/storage area to drainage ditch south side of W. 7th,Sr Contractor blasted for sewer line trench from sta. 7+31 to CO#12, and services to Bldg. #7 thru #132 MUH-ties Section 2.601: Contractor placed 221' of 4;r HDPE pipe for storm drain from 40' east of SDMH#2 to downspout connedivn of Bidg.#I, and 227' of 18-rf HDPE for extension of existing storm drain. Note: All materials were placed as per �lans and specifcatiarts. Special Inspor; BretGowan .� Certificatoon Number: 103.S270 _ s 21' P.O. X 143 ReXbUrg, 1440 Daily Field Report Project: Student Family Housing Facility Location: Rexburg, ID Client: BYU Idaho Project No.: 03-0001 Page 1 of 2 Date: 4/2/03 Weather: High winds Temperature: 42° Day of the Wyk: Wednesday Equipment: HK Contractors 1 CST 140G Grader 9.0 Hours 1 CAT 966E Loader 9:.0 Hours 3 10 Wheel End Dumps 9,0 Hours 1 CAT 980C Loader 9,4 Hours 1 Water Truck 9.0 Hours 1 Komatsu LC 250 C Trackhoe 9.0 Hours 1 CAS" 350L Trackhoe 9.Q Hours 1 Jain Deere 710 Backhoe 9.0 Hours 1 CAT 4458 Backhoe 9.0 Hours Eagle Rock Blasting^.n2 Drill Ri9.0 fours Work Force: Bateman Hall 1 Superintendent 9.d Hours NK Contractors 2 Foreman 9.0 Hours 5 Operators 9. 0 Hours 5 Truck Drivers 9.d Hours I laborer 9.0 Hours Eagle Rock Blasting 1 Foreman/BlasLer 9.0 Hours 4 Drillers 9.0 Hours Sheiss Surveying 2 Surveyors 9-- 0 Hours zkpecoaj -tnSpector observations: Contra-- ttvrs Hours, 8.00 am - 5:30 pm Section .2202: Contractor continued excavating aids kpifing b �dsted material from utility trenches. ReI ect sand from Ashcroft Pit was hauled in for drench bedding and backfiff. Placed approximately 1-f of material Ivo granular to fest north of 81d9.#3 & #4, ill was plated in approximately 12'" lifts then compacted by vibratory ropier making 5 �� S pas�e� each lift. Special Inspector; Bret McGowan Certification Number: 1035270 .* BOX143 Daily Field Report Prject: Student Family Housing Date: 4/2/03 Special Inspector observations: Site Grad ion -Control Conti Section 22a2: Contractor continued drilling blast holes for water & sewer line trenches parallel to each other from `T for service line to Bldg.#10 to SSMH#4,, and service line Bldg. #1D; blasted for secondary water line loop,, from sem. 2+85 to 8-+6-0,. Contractor blasted for storm drain from vault in snow/storm storage area to existing drainage ditch adjacent to W. ash 5.; blasted for secondary water line loop from 0+00 to 2+85. Utilities Section 260I: Contractor placed Bf of 18" HDPE pipe for connection of new storm drain to existing storm drain; 72` of 4%9' of HDPE pipe for storm drain connections to downspouts of Bldg. #3 to SDMH#I. Section 2401: Contractor placed 300,Fof 12"' C909 pipe for water line from sta. 8+25 to 11+25. Nate: All materials were played as per pians andspecifications. Special Ins ctorop Bre—t,McGgwan Certification Number: 1035270 Dail Project: Student Family Housing Fay Location: Rexburg., ID Client: BYU Idaho Project No.: 03-0001 Equipment: HK Contractors Eagle Rock Blasting Work Farce0 : Bateman Hili HK Contractors Eagle Rock Slanting Sheiss Surveying P-04 BOX143 Rexburg, 113- 83440 Y, Field Report Jlity Datew 4/3/03 Weather: High winds, sn Temperature: 39° Page 1 of 2 ow & hail Day of the Week: Thursday 1 CAT 140G Grader 9.0 Hours 1 CAT 966E Loader 9.0 Hours 3 10 Wheel End Dumps 9.0 Hours 1 CAT 980C Loader 9.0 Hours 1 Water Truck 9.0 Hours 1 Komatsu LC Z50 C 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 2 Drill Rigs 9.0 Hours I Superintendent 9,...0 Hours 2 Foreman 9.0 Hours 5 Operators 9. 0 Hours 5 Truck Drivers 9.0 Hours I Laborer 9.Q Hours 1 Foreman/Blaster 5.0 Hours 4 Drillers 9.D Hours 2 Surveyors 9.Q Hours Special Inspector observatiQns. Contractors Hours, 8:00 am - 5.30 pm Site Gradin & Erosi Section 2202: Contractor C inued e��afiing and stockpiling blasted material From utility trenches. Reject sand from Ashcroft Fid was hauled in for trench bedding and backfill.. Placed approximately 1-Y of material too granular to test south ofBldg. #1 & #2. Fill was placed in approximately 12"' lifts then compacted by vibratory roller making 5 to S passu eacift. it appears that Bldg.#14 will have to be blasted beneath entire area of building removing approximately Z' of bedrock in depth. BaCkfilled sewer line trench with material toy granular to test between sta. 2+p0 to 3+00. Material was placed in 5" lifts then compacted �y ►vibratoplate.r-y► special ]Inspector: Bret McGowan Certification Number: 103 �& a Pj ReXburg, ID 83440 Daily Field Report Project: Student Family Housing Date: 4/3/03 aNUcld i tnspettor observations, Site Gradin&Erosion Contin! Cone Page 2 of 2 section 2202: Excavated for electrical trench from i5KV switch to west end of Bldg.#2, 2 trenches 1 each side of Bldg. #1 & #2 north & south. Contractor blasted dor wader line trench, secondary water dine loop., from sia blasted for sewer & water line trenches parallel to each other from%T,? far s� E31d9410to SSMH#4, and service fine to Bldg,#10. iWilifies 2+8!3 tv 8+60t4 rviee line to Section 2501: Contractor placed 143' of 8" sewer line hptw 2+00 to 3+43 een existing S H and SSMH#I, sta. '-' Section 2401: Contractor placed 24' of 6" C909 pipe, (1) fire hydrant,, (1) valve, and (1) riser at sta. 5+40; 30' of 6" C909 pipe., (1) fire hydrant, (i) valve, and (1) riser at sta. 8+Z5. Met with Randy/JHS Arch. and Charles/BYU Idah line connections o. Discussed locations of landscaping sprinkler connections not being de�i�ed on plans; wader service fines for 2 buildings required a valve for each bu'lding,, 1 valve will be placed at "T" of servi Chrarles/BYU Idaho,, ce ling afF main water Ione as per Nate: All materials were placed as per pians and specifications. S-pecial Inspectar: Bret M . cGowan �- Certification Number: 1035270 BCDAXP143 P.O. Rlw"XbUrg, 183440 Daily Field Report Project: Student Family Housing Facility Date: 4/4/03: Location: Rexburg, ID WeatherBreezv & nartiv rinit.i„ Client: BYU Idaho Project No,,t03-0001 Temperature; 42° Day of the Weekle, friday Equipment: HK Contractors 1 CAT 1406 Grader 4.0 Hours 1 CAT 966E Loader 4.0 Hours 3 10 Wheel End Dumps 4.0 Hours 1 CAT 980C Loader 4.0 Hours 1 Writer Truck 4.0 Hours 1 Komatsu LC Z50 C Trackhoe 4.0 Hours 1 CAT 350E Trackhoe 4.0 Hours 1 John Deere 710 Backhoe 4.0 Hours 1 CAT 4466 Backhoe 4.0 Hours Eagle Rock Blasting 2 Drill Rigs 4.0 Hours Work Fore: Bateman Hail 1 Superintendent KIK Contractors �•U Hours 2 Fireman 4,Q Hours 5 Operators 4.0 Hours 5 Truck Drivers 4.0 Hours Eagle Rock BlastingI Laborer 4.p Hours 1 Foreman/Blaster 4.Q Hours 4 Drillers 4.(J HoursSheiss Surveying 2 Surveyors 4.0 Hours apmrwi anSpeCCOr obSE'r1iatiQnS: Contractors Hours; 8:00 am - 12:00 pm Site Gradi i Section 2202: Contractor c0%ntinued Pyr, Ung and sW&Pihng blasted material from uti�i trenches. Reject sand from Ashcroft Pty it was hauled in for trench bedding and backfin. Placed approximately 1' of material too granular to test south of Bidge #3. til! was placed in approximately 12"" IEthen camPatted by vibratoryroller making � to � asses each liftBack. filed with material too granular to test be�inreen spa, i + pp and SSM H p#�. from s�ta. 3 +�Dp to 4+00. Material was pi4aced in 6jrl lifts then compacted by vibratory plate, farm spa. 3+00 to 4+Ofl. Special Inspector; Bret McGowan Certificati'On Number: 103570 P.O. BOX143 Rexburg, ID Daily Field Report Project: Student Family Housing Date: 4/4/03 . M - - a� prai inspector observations: Site -Gradino & ECOsion Control Contin Observed that contractor blasted dor electrical trench in the wrong location outside 4f project limns, actual trench location had to be excavated with a trackhoe with difficult rock removal. Utifities Section Z501: Contractor placed 91` of 8" sewer line from eta, 3+43toanf st SSMH#1, Section 2401: Contractor placed Z5` of 6" pipe, {1) valve, (1) 6-01 t0 3" 'T; and a(l) 4.1f reducer at spa . 5 + 5D ; 46' of 4"' C909 pi pe for service dines to Bldg. #3 & #4, placed 6.Q c.y. of concrete for thrust blocks on fire hydrants and `T' connections at the above locations,, Section 26Q1. Contractor placed (4) #5 rebar v►riih #4 dies @ 24" o,C. and 5.D C.Y. of concrete for encasement of extension of existing storm drain above water line. Note: All materials were placed as per plans and specifications, SPeci'al InSpectore: Bret McGowan Certification Number: 1035270 P.O. X Re"),k(bUrg, ID 4 Daily Field Report Prop : StFamily Housing Facility Location: Rexburg., ID Client: BYU Idaho Project No.: 03-0001 Date: 4/7/03 Weather: BreezY & partly cloudy Temperature,: 45° Day of the Week: Monday Equipment; HK Contractors 1 CAT 140G Grader 9.0 Hours I CAT 966F Loader 9.0 Hours 3 IO Wheel End Dumps 9,0 Hours 1 CAT 980C Loader 9.(3 Hours 1 Water Track 9.0 Hours I Komatsu LC 25Q C Trackhoe 9,p Hours 1 CAT 350E Trackhoe 9.Q Hours I John Deere 710 Backhoe 9.0 Hours 1 CAT 446B Backhoe 9.Q Hours Eagle Rock Blasting Z Drill Rigs 9.0 Hours Nark Force: Bateman Hall 1 Superintendent Hsi Contractors2vu�s Foreman 9.� Hours S Operators 9,,0 Hours 5 Truck Driers 9.0 Hours 1 Laborer 9. � Hours Eagle Ruck Blasting 1 Foreman/Blaster9.0 Hours 4 Drillers 9.0 HoursSheiss Surveying 2 Surveyors 9.� Hours 12Nm«d, lnspec-cor obServations: Contractors Hous; 8: 00 am - 15:30' -pm SWe,-Gradina & erosion Control Section Z202; Contractor continued exca�a�ing and sto[kpiling blasted material from utility trenches. Reject sand from Ashcroft was hauled in for trenchbedding end backfill. Contractor continued drilling blast holes for water line trench, secondary water #ine hoop, from spa. 8+65 to 12+25. Contractor blasted for sewer fine french for service 1-ine to Bldg.#14 8c #16; blasted from 'T ` fvr service line for 13ldg.#14 & #16 to 5'stub out for Bldg.#15. Spec'i*al InsPiector: Beet McGowan Certification Number! 1C13527C3 s P.O. BOXI 43 Rexburg, 183440 Dail -Y, Field Report Project: Student Family Housing Date: 4/7/03 �pectai inspector observations: Utilities EEEEOMEI� Page 2 of 2 Section 2501: Contractor placed 104' of 8f-fsewer line from sta. 4 + 34 to 5 + 38, and finished setting SSMH41, Section 2501: Contractor placed 74' of 18" HDPE pipe for culvert installation at west entrance adjacent to W. 7th S. Culvert appears to. be too highFwill d- iscuss at Wednesday's meeting. 'S Note.,, AIS materials were placed as per plans and specifications. special Inspectvr; Bret McGowan Certific-ation Number: 103527Q r Dail Project: Student Family Housing Fai Location: Rexburg'r ID Client: BYU Idaho Project No.: 03-0001 Equipment: HK Contractors Work Force: Bateman Nall HK Contractors P.O. 60X143 Rexburg, ID 83440 Page 1 of 2 y Field Report J14 Date* 4/8/03 Werther: Warm & partly cloudy Temperature: 5811 Day of thew..eek: Tuesday 1 CAT 1406 Grader 9.0 Hours Z CAT 966E Loader 9.0 Hours 3 ZO Wheel End Dumps 9.0 Hours 1 CAT 980C Loader 9.0 Hours 1 Water Truck 9.0 Hours 1 Komatsu, LC Z50 C 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 Superintendent 9,0 Hours Z Foreman 9.0 Hours 5 Operators 9.0 Hours 5 Truck Drivers 9.0 Hours 1 Laborer 9.o Hours Special Inspe ctor observations: Contractors Hours; 8:00 am - 5:30 prn Section 2202: Contractor continued excavating and stockpiling blasted material from b I drenches. Reect sand from Ashcroft Pit was hauled in dor trench bedding and backfill. ty Contractor blasted water line trench secondary water lire loop from sta. 8+60 to 8+12+25. U'Urities .�MUuM Z,-)ul: (,ontractor placedSSMH#2 & # 5; 143F of &J, sewer [ine from SSNiH#5 �a placed drop assembly for drop sanitary.sew ��hole a� SSf�H#Z as per addendum drawing#ADD 2-Z, eastbvund sewer iin�. Special Inspector: Bre owan Certification Number: 1-0.35270 .-or P.O. B WO"'X0 4 3 Rexburg, ID 83A40 Daily Field- Report Project: Student Family Housing Date: 4J8/03 Special Inspector observations: Utilities Continued age Section 16111: Contractor placed 1800' of 2"" conduit (3 rows at 600' each) for duct banks between 15KV switch to midway of Bldg* #2,w 2 trenches, 1 north and 1 south of Bldg. #2,, and between existing power pole and 15KV switch. Uoyd/13YU Idaho approved lean concrete mix with rid dye for duct banks encasing. Robert/Bate-man Hail requested copy of schematics for 15KV switch, Note: All materials were placed as per plans and specifreations. Special Inspec;tor: Brei McGowan Certification Number: 1035270 � •-, . � �,.�� r � - �. as .��.. ,:,,� ; r ! `- r P.0* BOX143 ReXbUrg, 13440 Daily Field Report Project: Student Family Housing Facility Location: Rexburg., ID Client: BYU Idaho Project No.: 03-0001 Equipment: HK Contractors �--Work Force; Bateman tai! HK ContracLors Pale 1 of 2 Dates: 4/4/Q3 Weather: Warm & breezy Temperature: 68° Day of the Week: Wednesday 1 CAT 1406 Grader 9.0 Hours 1 CAT 966E Loader 9.0 Hours 3 10 Wheel End Dumps 9.0 Hours 1 CAT 980C Loader 9.0 Hours 1 Water Truck 9.0 Hours 1 Komatsu LC 250 C Trackhoe 9.0 Hours 1 CAT 350L Trackhoe 9.,0 Hours I John Deere 710 Backhoe 9.0 Hours i CAT 4466 Backhoe 9-.0 Hours 1 Superintendent 9,.0 Hours 2 Foreman 9.n Hours 5 Operators 9.0 Hours 5 Truck Drivers 9.D Hours 1 Laborer 9,0 Hours Special Inspector observations: Contractors Hours; 8;0.Q am - 5:34 Pm Ana & E a Section 2202: Contractor continued excavating and stockpiling blasted matenal from utility trenches. Refect sand from Ashcroft Pit was hauled in for trench bedding and backAfll, utilities Section 2501: Contractor placed 156' of 6r' sewer line and 2 cleanauts from SSMH#5 to sty. 5+00, and (2) clean outs; 88' of 4'F'r sewer ling for service dines to Bldg. #4, #5 & #6-, placed drop assembly for drop sanitary sewer manhole at SSMH#2 as per addendum drawing #ADD 2- 2; 52' of 8" sewer line from drop assembly at SSMH#2 to sta. 5+95 of southbound sewer dine. Special Inspec#orc Brei McGowan Certification Number: 1035270 - � is �•.; ..,-ti �� _- $ f' S�' 1 P.O. BOX143 Rexbut'y,"A160 183440 Daily Field Rep, ort Project: Student Family Housing Date: 4/9/03 Special Inspector observations: yfflities Continued Section 16111: Contractor placed 9.0 c.y. of red duct banks from ISKV switch to midway of Bldg. #2. Page 2 of 2 dyed concrete, with (2) #5 rebar continuous, for #2.r 2. trenches, I north and 1 sough of Bldg. Meetings Attended meeting with Doil & Robert/Bateman Hall, Lloyd/BYU Idaho., Randy/JHS Arch., Tim/Castle Electdc, Rich 8c Brian/HK Contractors I Cody/Rack Mountain Eng., and David/D. E. Beck Concrete. The fallowing items were discussed.... Item Na. 1: Fiber mesh in concrete only for slab on -grade, and dampening between footing and stem wall is correct, as detailed in plans., as per Randy/JHS Arch,, (rebar cawed during application of dampening i5 acceptable as per Randy/JHS Arch,) Item No. 2: Bldg. #].4 mush have mass ruck removal due to rock being abase bottom of footing elevations, Item No. 3: Rack removal ire SW corner of project, parking ares. Rock Mountain Eng. will check on raising grade of proposed'S. 2nd E. improvements to avoid rock removal. Item No;, 4: Lloyd/BYU Idaho and Randy/JHS Arch. approve placing temporary 4' collar on SSMH#2, item No. 5: Placing concrete cap over culvert at west entrance of project adjacent to W. 7th S. approved by Lloyd/BYU Idaho and Randy/JHS Arch. Note: All materials were placid as per plans and speei�iCations. Special Inspector: Bret McGowan Cert"Ifir cation Number: 1035Z7101 0 V I F1 -B, & � T V___' M. - i.4 2- �, P.O. BOX143 Rexburg, ID .83440 FiDaily eld Report Project: Student Family Housing Facility Location: Rexburg, ID Client: BYU Idaho Project No.: 03-0001 equipment: HK Contractors Work Force: Bateman Hadi HK Contractors JV% Page 1 of 2 Date: 4/10/03 Weather: Warm & clear Temperature: Day of the Week: Thursday 1 CAT 140G Grader 9.0 Hours 1 CAT 966E Loader 9.0 Hours 3 10 Wheel End Dumps 9.0 Hours 1 CAT 980C Loader 9.0 Hours 1 Water Truck 9.0 Hours 1 Komatsu LC 250 C Trackhoe 9.0 Hours 1 CAT 350E Trackhoe 9.0 Hours 1 John Deere 710 Backhoe 9. 0 Hours 1 CAT 446B Backhoe 9.0 Hours 1 Superintendent 9.0 Hours 2 Foremen 9.+D Hours 5 Operators 9,p Hours 5 Truck drivers 9.0 Hours 1 Laborer 9.0 Hours apeciai inspector observations: Contractors hours; 8.Q0 am - 5;30 pm iteAkadio-Q& Erosion Control Section 2202: Contractor continued excavating and stockpiling blasted maierial from utility trenches. Reject sand from Ashcroft Pit was hauled in for trench bedding and backfill. Contractor drilled fest holes for rock removal at Rldg.#14. I shot elevations wiic ont, and obtained bore dogs for test holes from Dee/Eagie Ruck to determine rack removal quantities. Contractor began drilling blast holes for mass rack removal of Bldg,#14, Special Inspector: Bret McGov�an Certification Number: 1035270 77 JQ71+i PwOs BOX143 ReXbUrg, ID 83440 to Daily Field Report Project: Student Family Housing Date: 4/10/03 tipeciat inspector observations: Utilities,.. Section 2501: Contractor placed 215' of 8--' sewer line, SSMH#ADD (sta. 7-x31) and SSMH#3 from sta. 5+95 to 9+11; placed 8.0 c.y. of concrete for drop assembly of drop sanitary sewer manhole at SSMH#2 as per addendum drawing #ADD 2-2; set 4'F temporary collar on SSMH#1 as per Randy/JHS Arch.. Section 16111, Contractor placed 5.0 c.y. of rid dyed concrete, with (2) #5 rebar continuous, for duck banks between 15K11 switch and past entrance road, 2 trenches, 1 north and I south of Bldg. # 1. Section 2601: City of Rexburg informed BYU Idaho and Bateman Hail that culvert across west entrance road will have to be lowered as per ASI#2, Note: Unless otherwise noted , all materials were placid as per plans and specificativns. Special inspector: Bret McGowan Certification Number: 1035270 BOX 143 PoO. Rexburg, ID 83440 Dai ly Fieid Report Project: Student Family Housing Facility Date: 4/11/03 Location: Rexburg, ID Weather*. Warm & breezy Client: BYU Idaho Temperature: Hi: 72°; Lo: 48° Project No.,: 03-0001 Day of the Week: Friday Equipment: HK Contractors 1 CAT 140G Grader 4.0 Hours 1 CAT 966E Loader 4.0 Hours 3 10 Wheel End Dumps 4.0 Hours 1 CAT 980C Loader 4.0 Hours 1 Water Truck 4, 0 Hours 1 Komatsu LC 250 C Trackhoe 4.0 Hours 1 CAT 350E Trackhoe 4.0 Hours 1 John Deere 710 Backhoe 4.0 Hours 1 CAT 4466 Backhoe 4.0 Hours Werk Force: Bateman Half I Superintendent 4.D Hou�s HK Contractors 2 Foreman 4.0 Hours 5 Operators 4.0 Hours 5 Truck Drivers 4.0 Hours 1 Laborer 4.0 Hours dpR ��c:iat Anspec[or Cil7Serv7tioC15: contractorsHours; 8:00 am - 12:Q4 pm Site Gradin r & Erosion Control Section Z242: contractor continued excavating and stockpiling blasted material from utilitytrenches. Reject sand Pram Ashcroft Pit vias hauled in for trench bidding and backfill. Contractor continued drilling blast males for mass rock removal of 11idg#14. Contractor excavated for footings of Bldg -ll; excavated for sewer line from sta. 9+ x1 to 10+54, Special Inspector: Bret McGowan Certification Number: 1035270 e `1,. 7 P r W. P.O. 'BOX 143 Rexburg, ID 83 Daily Field Report Project: Student Family Housing Facility Date: 4/11(03 bpeciai inspector observations: J" Utilities Page 2 of 2 Section 2501: Contractor placed 143` of 81" sever line from st�a, 9+11 to �0+54. Placed reject sand for pipe bedding and backfill to a minimum of 12"" above pipe, then consolidated with pneumatic Wibrator. Testingy Section 2204: 2 field densities were taken on footings for Bidg.#I. All testi were found to meed minimum cOmpattivn requirements.. Notes, Unless otherwise noted, all materials were placed as perIan ..n specifcations. Special Inspector: Brit M,;;Gow n Certification Number.- 1035270 71 F -Tp -1 (J t Project: T -LI ject No.,9 C 0 Max. Density. . DEA1T' F, $ p001 FIELD DENSITY SAND CONE METHOD C�- Date: 4- - 11-0 3 Weather: All Optimum Moist:_ 14 -,5 -- Page l of Test No. � � Date F Lomtion & 4* Elevation F(-" f�67MM 0 F 6�0-MM- 6F Botue + Sand b+`'.8 J+27► If Elotue + %..nd after test Z 6 Oc4- � - J : Sand in Cone + Plate + Hole 4215ef 4083?68 lbso Sand/Sand �.� C'�. � �5.3 of-// f 7 Callb. Volm of Plate + Cone 5�� 37�6 VOL of Hole �j-�j7 0 �`�� Maten'oal in Hole WetWt. 4-t,5 7, (a 4 -7(a 0 MatDn " I .. lJol a i ey Wt,, -3 5'89,a,7 Wet Densitycc) 121,4 Dry Density /1-0 Y .� � i (� f� Proctor 1 (4,, Wet Weight mmmmvmbmw� 203 5613$'o Dry Weight 0 Moisture in LS�,7� % NoisWre 0/b Compaction Weight Weight in Required Compaction '515 a A R t Technidi Signatu P-0. 143 Rexburg, ID 83440 Daily Field Report Project: Student Family Housing Facility Location: Rexburg, ID Client: BYU Idaho Project No.: 03-0001 Equipment; NK Contractors Work Farcy: Bateman Half HK Contractors Date: 4/14/03 Weather: Windy & partly cloudy Temperature: Hi: 50(1; Lo: 37° Day of the Week: Monday 1 CAT 140G Grader 1 CAT 966E Loader 2 10 Wheel End Dumps + pups 1 CAT 980C Loader 1 Water Truck 1 Komatsu LC 250 C Trackhoe 1 CAT 350E Trackhoe 1 John Deere 710 Backhoe 1 CAT 4466 Backhoe 3 18 Wheel End Dumps I Superintendent 1 Foreman 5 Operators C Truck Drivers 4 Laborer 9.0 Hours 9.0 Hours 9.0 Hours 9.0 Hours 9.Q Hours 9.D Hours 9.0 Hours 9,0 fours 9.Q fours 9.0 Hours 9.0 Hours 9.a Hours 9,U Hours 9.Q Hours 9.0 Hoiirc, apecjai inspector observations: Contractors Houtz; 8:00 am - 5;3Q pm ite Gradin & Erosion Control Section 2202: Contractor continued excavating and stockpiling blasted material from utility trenches, Reject sand from Ashcroft Pit was hauled in for trench bedding and backfill, Contractor blasted for mass pock removal of Bldg.#14,, Contractor excavated for sewer line €rvm std. 10+54 to 12+56 Special InSpector: Brit McGowan Certification Number: 1035270 (J L7F MM 19-�, Al� - P.O. BOX 143 Rexburg, ID 83440 Daily Field Report Project: Student Family Housing Facility Date: 4/14/03 bpeCial Inspector observations: Utili�!es Section 2503.: Contractor placed 202'r of 8"' sewer line dram sta. 1a+54 to 12+56, and SSMH#4, Section 2b[31: Contractor removers 18" HDPE across gest entrance adjacent to W. 7th S,, and then placed it at lower elevation as per City of Rexburg's request. Note: All materials were played as per plans and specifications. Special Inspector. Bret McGowan certification Number: 1035270 `1D 0 'mow a k, L F M tuml P.O. BOX 143 Rexburg, 13440 Daily Field Report Project: Student Family Housing Facility Date: 4/14l03 Location: Rexburg,, ID Client: BYU Idaho Project No.: 03-0001 Equipment: R. E. Beck Const. Werk Farce: R. F_ Rtmrlc rnnct Page 1 of 1 Weather: Windy & partly cloudy Temperature: Hi: 50°; Lo: 370: Day of the WeekMonday 1 One Ton Flatbed 9.o Hours . __ _. �.,,... L �Dupenntenaent 9.4 Hours I Foreman g,Q Hours AWL . _ _ 7 Concrete laborers 9.0 Hni i► -r, 5peclat inspector observations: Contractors Hours -f 7:0p �m - �:3Q Pm - V Building.,#1 Section 3300: Contractor placed reinfarcing placed approximately 11.0 c.y, of steel ��o� footings on past half of Bldg.#I. ContracLor c�ncre�e for footings on easy half of Bldg. -#I, Testhkna Section, 3340: concrete was sampled and (1) se- of 4 cyinders was cast the test results were as fol lows I a 0 Slump = 4.5" Air Cont. = 6.0% Concrete Temp. = 60° F Air temp. = 50° F Note: Unless otherwise noted, all materials were placed as per plans and specifcatians. Special Inspector: Bret McGowan Certificat*on Number: 1035270 �"7 P-0* BOX 143 Daily Field Report Project: Student Family Housing Facility Location: Rexburg, ID Client: BYU Idaho Project No.: 03-0001 Page 1 of 2 Date: 4/15/03 Weather: Light snow & overcast Temperature: Hi: 42c'; Lo: 36° Day of the Weeka, Tuesday Equipment: HK Contractors 1 CAT 1406 Grader 9.0 Hours 1 CAT 966E Loader 9.0 Hours 2 10 Wheel End Dumps + pups 9.0 Hours 1 CAT 980C Loader 9.0 Hours 1 Water Truck 9.0 Hours 1 Komatsu LC 250 C Trackhoe 4. 0 Hours 1 CAT 350E Trackhoe 9,Q Hours 1 John Deere 710 Backhoe 9.0 Hours 1 CAT 4466 Backhoe 9.0 Hours 3 18 Wheel End Dumps 9.0 Hours Work Force. Bateman Hall 1 Superintendent 9.0 Hours HK Contractors 1 foreman 9,0 Hours 5 Operators 9.0 Hours 6 Truck Drivers 9.0 Hours 4 Laborer 9.Q Hni ire bpeciat rnspector observations. Contractors Hours; 8:00 am -- 5:3Q Pin - ite Gradin & Erosion Section 2202: Contractor continued excavating and stockpiling blasted material from utility trenches,, Reject sand from Ashcroft Pit was hauled in for trench bedding and backfill. Excavated for storm drain from existing drainage ditch south side of V11. 7th S. to drainage structure in snow/storm storage area at Niel Corner of project, for footings on Bldg. #2 Utilities Section 2401,: Contractor placed 140' of 12"'C9.0,9 pipe and Vii} 1�" iron ductile 45°elbow for water lure from spa. 8+2D to 9+60� ��.} 12" iron du�tile'T & �.Z" �v 8jrr reducer at sta. 9+60, gyp' Of �" 0949 pipe �flr water �ir�e frim std. 0+00 to 0+20 4n secondary loop. Special Inspectar: Bret McGowan Certification Number: 1035270 _O `r M 10:1 F 01 9k - a P -Oa BOX 143 Rexburg, I 83440 Daily Field.Report Project: Student Family Housing Facility Date: 4/15/03 Special Inspector observations6 . Utdr.I.Ves Continued ■ Reject sand was placed for bed -ding and backfill of water line to a minimum of 1211 above fop of pipe, then compacted with a pneumatic vibrator. Section X601: Contractor placed $D' of 15" HDPE from existing drainage ditch south side of W. 7th S. to drainage stricture in snow/storm storage area at NW corner of project, Reject sand was placed for bedding and backfill of storm drain to a minimum of 12'• above top of pEpe. then compacted with a pneumatic vibrator., Material too granular to test was placed as backfli in approximately 12-'-' lifts thea compacts by vibrato nr pate and shiniapsfaa�. Approximately 3' (on the NW end} and 5 -(on the SE end) was Iaced. Node: Unless otherwise nvted, all materials were placed as per plans and specifcations. Special Inspector:.Bret McGowan Certification Numbers, 1p3527(} P.O. BOX 143 Rexburg, ID 83440 Pa ge I of I Daily Field Report Project: Student Family Housing Facility Date: 4j15/03 Location: Rexburg, ID Weather; Light snow & overcast Client: BYU Idaho Temperature: Hi: 42-'; Lo: 36° Project No.: 03-0001 Equipment: NA Work Force: Day of the Week: Tuesday NA Special Inspector observations: Contractors Hours; NA Building #i No work was performed due to snow. Note: Unless otherwise noted, all materials were placed as per pians and specifications. Speciall'Inspector.0 Bret McGowan Cert'Ification Number,: 103 5�7p P.10. . BOX 143 ReXbUrg, 1440 Daily Field Report Project: Student Family Housing Facility Date: 4/16/03 Location: Rexburg, ID Client: BYU Idaho Project No.: 03-0001 Equipment: HK Contractors Work Force: Weather,,: farm & partly cloudy Temperature: Hi: 54°; Lo: 39° Day of the Week: Wed n Y 1 CAT 140G Grader 1 CAT 966E Loader 2 10 Wheel End Dumps + 1 CAT 980C Loader f Water Truck 9.D Hours 9.0 Hours pups 9.D Hours 9.Q Hours 9.D Hours 1 Komatsu LC 250 C Trackhoe 1 CAT 350E Trackhoe 1 John Deere 710 Backhoe 1 CAT 4468 -Backhoe 3 18 Wheel End Dumps 9,'D Hours 9.0 Hours 9.0 Hours 9.a Hours 4.D Hours acneman haii I Superintendent 9.D Hours HK ContLractors f Foreman 9..0 Hours 5 Operators 9.0 Hours 6 Truck Drive's 9.0 Hours 4 Laborer 9.p Hours Special Inspector obsenrations: Contractors Nauss; 8-:00 am - 5:3Q pm Site, Grading & Erosion Control Section 2202: Contractor Continued excavating and stockpiling blasted material from utility trenches. Reject sand from Ashcroft Pit was hauled in for trench bedding and backfill. Contractor continued excavating for footings on Bldg.#2 Utilities Section 240i: Contractor placed 545' of 8" C904 pipe and (4) ves fc�r v�r�ter iin�e from sta. 0f20 to 5+66 on secondary soup. Reject sand was placed dor bidding and backfill of mater line to a minimum of IT"' above top of pipe,, then compacted with a pneumatic vibrator. Special Inspectvr: Bret McGowan Certification Number: 1035270- f -F P.06 Box 143 RexbUrg, ID 83440 Daily Field Report Project: Student Family Housing Facility Date: 4/16/03 Special Inspector observations: utillitles Continued Page 2 of 2 Section 2601: Contractor placed $` of 15"" HDPE between existing drainage ditch south side of W. 7th S. to drainage structure in snow/storm storage area at NW corner of pr�je�#. Refect Sand was placed for bedding and backfill of s#o�m drain �o a minimum of 1�" above top of pipe,. then compacted with a pneumatic vibrator. Placed bottom section of neva drainage structure in snow/storm storage area. Materia! too granular to fest was placed as backfill in approximately 12" lifts then comparted by vibratory plate and sheepsfoot. Approximately 5' of fill was placed. Section 22Q4: 2 field densities wire takers on f�votings for Bldg,#2,. All tests were found to meet minimum compaction requirements, Noten Unless otherwise noted, all materials well aced as per pians and specifications. Special Inspector: Bret McGowan Certification Number: LO35270 P.Q. BOX 143 Rexburg, ID 83440 E0 0 j# dh EMIM Daily Field Report Project: Student Family Housing Facility Date: 4/16/03 Location: Rexburg,, ID Weather: Warm & partly cloudy Client: BYU Idaho -re.....s.,..._... �:. oo Project No.: 03-0001 Equipment: R. E. Beck Const. Work Force: R. E. Beck Const. Day of the Week: Wednesday 1 Generator 8.0 Hours I Superintendent 8.0 Hours 1 Foreman 8.0 Hours 1 i concrete laborers S.0 Hours Special Inspector obsenvatians: Contractors. Hours, 8.40 am -- 4;30 pm r Building.4 Section 3300: Contractor placed reinforcing steel for footings on west half of Bldg.#I. Contractor placed approximately 16.0 c,y. of concrete dor footincis on west half of B g - vi. Section 330a, Concrete was sampled and (1) sit of 4 cylinders was cast. The test results were as followsS. M. Slump = 4.0'" Air Cont. = 7.0% Concrete Temp., = 60° F Air temp. = 54° F Note: Unless -otherwise noted, alb materials were placed as per plans and specifications, Special Inspector.v Breit McGowan Certification,Nwinber; 1035Z70 } 10-1 Ps0a BOX 143 Rexburg, 13440 0 Daily Field- Report Project: Student Family Housing Facility Location: Rexburg, ID Client: BYU Idaho Project No.: 03-0001 Equipment, HK Contractors Work Force: Bateman Hall HK contractors i Date: 4/17/03 Weather: Light rain Temperature: Hi: 55°; Lo: 37° Day of the Week: Thursday i CAT 1406 Grader 1 CAT 466E Loader 2 10 Wheel End Dumps 1 CAT 980C Loader 1 Water Truck 9.0 Hours 9. 0 fours + pups 9.0 fours 1 Komatsu LC 250 C Trackhoe 1 CAT 350E Trackhoe 1 John Deere 710 Backhoe 1 CAT 446B Backhoe 3 18 Wheel End Dumps I Superintendent I Forema n 5 Operators 6 Truck Drivers 4 La barer 9.0 Hours 9.0 Hours 9.Q Hours 9,D Hours 9. Q Hours 9.0 Hours 9-.0 Hours 9.0 Hours 9.Q Hours 9.4 Hours 9.(} Hours 9.0 Hni ire, Speciat inspector observations: Contractors Hours; 8:00 am - 5:T0 pm - Site.janamRag & Erosion Control Section z202: Contractor continued excavating and stockpiiing blasted material from utility trenches. Reject sand from Ashcroft Pit was hauled in for drench bedding and backfill. Contractor began excavating dor footings on Bidg.#3, Utilities Section 2401: contractor placed 340' of 8-" C909 pike and (4) vanes for water dine From spa. 5+G6 to 9+46 on secondary loop. Rejectn+� was placed dor bedding end backfill of water iir�e to a minimum of 12 above t0P of pipe, then cOmpacted with a pneumatic vibrator. Special Inspector: Bret McGowan Certification Number: 1035270 P.O. BOX 143 Rexburg, 183440 Daily Field Report Project: Student Family Housing Facility Date: 4/17/03 Special Inspector observations: Utilffies Continued Page 2 of 2 Section 250-1: Contractor placed 20" of 4" sewer for services to Bldg.#S. Reject sand was placed for bedding and, backfill of sewer line to a minimum of 12"above top of pipe, then compacted with a pneumatic vibrator. Note: Unless otherwise noted, all materials were placed as per- plans and Specifications. Special Inspector: Bret McGowan Certification Number; 1035270 ots-i.a 0_1 P.O. BOX 143 Rexburg, ID 83440 Page 1 of 1 Daily Field Report Project: Student Family Housing Facility Date: 4/17/03 Location: Rexburg, ID Weather: Warm & partly cloudy Client: BYU Idaho Temperature: Hi-. 55°; Lo: 37° Project No.: 03-0001 equipment: R. E. BeckConst. Work Force: R. E. Beck Const. Day of the Week: Thursday 1 Generator 1 Superintendent 1 Foreman � Concrete laborers 8.D Hours 8. Q Hou rs $,0 Hours 8.a Hours special Inspector observations: Contractors Hours; 8:4D am - 4;30 pm'-m Buildinc #i Section 3300: Contractor placed reinforcing steel for footings on east half of Bldg.#2. placed approxfmately 10. 0 c. y. of concrete for footi ngs on easy hail of Bldg. # 2 0 Contractor Section 3300: Concrete was sampled and (1 e 4 c�yii as follows... nders was cast. The test results were Slump = 4.5" Air Cont. = 6.0% Concrete Temp., = 60° F Air temp. = 54° F Note: Unless otherwise naffed, all materials were placed as per plans and specifications. Special Inspector: Bret McGowan Certification. Number: 1035270 PwO* BOX 143 Rexburg, 1440 Dal'ly'- Field Report Project: Student Family Housing Facility Date: 4118!03 Location: Rexburg, ID Client: BYU Idaho Project No,,: 03-0001 Equipment,5 HK Contractors Work, Farce: Bateman Hall HK Contractors F'a e 1 0f 2 1l�eat� In Light rain &overcast Temperature: Hi: 470; Lo: 35° Day of the Week: Friday 1 CAT 140G Grader 1 CAT 966E Loader 2 10 Wheel End Dumps 5.0 Hours 5.0 Hours + pups 5.0 Hours 1 CAT 980C Loader 5.0 Hours 1 Water Truck 5. 0 Hours 1 Komatsu LC 250 C Trackhroe 5.0 Hours 1 CAT 350E Trackhoe 5.0 Hours 1 John Deere 710 Backhoe 1 CAT 446B Backhoe 3 18 Wheel End Dumps 1 Superintendent 1 Foreman 5 Operators 6 Truck 4 Labor Drivers r 5.0 Hours 5,0 Hairs 5.0 Hours 5.Q Hours 5.D Hours 5.D Hours 5.0 Haters 5-.0 Hours zopeciai inspector observations: Contractors Hours; 8r:00 am - x:00 pm ite Grading & Erasion Control Section 2202: Contractor continued excavating and stockpiling blasted material from utility trenches. Reject sand from Ashcroft Pit was hauled in for drench bedding and backfill. Contractor placed material tvo granui�r to test fir fril on Bldg. # ,, Materia ! was paced ireth�� compacted by she+epsfaot, making 6 to $passes. Contractor continued excavating for footings Special Inspector: Bret McGowan Certification Number: 1035270 P.O. BOX 143 Daily Field: Report Project: Student Family Housing Facility Date: 4/18J03 Special Inspector observations: Utilities Continued do lb Section 25Q1: Contractor placed 305' of 4fr sewer ling from CO#10 to CO#12, CO#10.f CO#111 & CO#12, and services to Bldg.#11 & #12. Refect sand was placed for bidding and backfill of sewer line to a minimum of 12"' above tip of pipe, then compacted with a pneumatic vibrator. Note. Unless otherwise noted, all materials Frere pia�ed as der P ans and specifications. Special Inspectors, Bret McGowan Certification Number: 103 ��70 P,Oe Box 143 Rexburg, ID 83440 ail Y, Field Re ort 1P Project: Student Family Housing Facility Date; 4/18!03 Location: Rexburg, ID Client: BYU Idaho Project No.: 03-0001 EquiPment; R. E. Beck Const. Work Force,0 R. E. Beck Const. 1 Generator Weather: Light rain & overcasi Temperature: Hi: 47°, Lo; 34° Day of the Week; Friday 1 Superintendent 8.Q Hours 8. D Hours I Foreman 8.Q Hours 7 Concrete laborers $.0 Hour bpeclat ]Inspector observations: Contractors Hours; 8:00 yam - 4:3Q pm Building.# Section 3300:- Contractor placed reinforcing steel for �`ootings on west half of Bldg.#2. Contractor placed approximately 13.0 c.y. of concrete for footings on west half of Bldg.#2, jesting Section 3300: Concrete was sampled aid [1� set of 4 cyl��ders was cast. The Desi results were as follvnrs, . . Slump = 5.01r Ali' Cont, = 6.2°/a Concrete Temp. = 61° F Air temp. = 47'F Note: Unless otherwise noted, all materials were played as per plans and specifications. Specia.1 Inspector: Bret McGowan Certification Number: 1035270 11