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HomeMy WebLinkAboutCOM2012-00013 - COM Engineering / Geo-Tech Reports (�"(8�013) Phyllis Bumison- 13076.pdf... .. . Pale 1 K'azaa & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 8,2013 KA Project No: 106-13076 Building Permit No: COM 2012-00013 Tyson Irish Legacy Telecommunications,Inc P.O.Box 360 Burley,WA 98322 RE: Matlock Shelton,WA Dear Mr.Irish: In accordance with your request and authorization,the following test data are presented on the following reports,which are enclosed: May 10,2013 Cylinder Report No. 58082—28 Day Break May 21,2013 Field Report No. 13076DFRO52113-RO Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, Construction Services Manager,Peninsula Division Peninsula Division JB/aw Enclosures With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste.A•PoWsbo,Washington 98370•(360)598-2126•Fax:(360)598-2127 (7/8/2013) Phyllis 14ii6ison - 13076.pdf Page 2 Krazan&Associates,Inc. 1230 FINN HILL RD.POULSBO WA 98370,(360)598 2126 Pro}ect No. 106-13076 Cyl.code P 31727 Pou►Date 5/10/2013 Report No.58082 weather CLEAR Jurlsdktion MASON COUNTY Permit No. COM 2012-00013 Project LEGACY TELECOM Engineer Location SHELTON 6000 SIMPSON RD Architect Client LEGACY TELECOM contractor LEGACY TELECOM Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier MILES Plant No. 208 Site Mix Mix No. 0160A Cem.Ibs. 561 Mix Air Unit F.Ash ft. Slump Temp. Temp. Wt. C.a0g.ltes.1 1849 Time Truck f Ticket# %Air (in.) (F) (F) (pof) C.agg.lbs.2 1:10 85 156690 5.2 4 3/4 62 67 C.egg.Ibs.3 Send Ibs. 1261 Water Ibs. 30gal Placement Area Air Ent.(oz) 3.5 Location CELL TOWER BASE SAMPLE 3 OF 35 YARDS other(oz) Other(oz) Other(oz) Other(oz) Water Added on Job Is. Field Test Methods Remarks PLACED BY TRUCK CHUTE MECHANICALLY X ASTM C143 ASTM C138 CONSOLIDATED. X ASTM C1064 ASTM C173 X ASTM C31 Other W/C.44 Inspector JIM SHULTS Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Reed. 5/11/2013 Cyl, Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Sir.(psi) Set* By Type Test Methods P 31727 5/17/2013 7 4X8 12.56 55350 4,410 KM 3 X ASTM C39 P 31727 617M13 28 4X8 12.56 72915 5,810 KM 3 ASTM C109 P 31727 6/7/2013 28 4X8 12.56 69125 5,500 KM 1 ASTM C617 P 31727 6/7/2013 28 4X8 12.56 64780 5,160 KM 3 X ASTM C1231 P 31727 6/7/2013 H 4X8 ASTM C7W Other Test Results Remarks FR 157069 X Conforming Results Reviewed Byry6 Date Reviewedb-1Z'IS Non-Conforming Codes for Break Types:: 1:Cone 2:Cone 8 Split 3:Cone 8 Shear 4:Shear 5:Columnar(Split) F—WIM P-W-2 ElNtlbe U�b 171WM TMMomoros peMtlltl Mi4o0al Ypputl InM aFYMM yrdMdMl 7lisnpM nMYaot b nP�wdbMM�W wear MN,n OwmYIII^of M eYnt ria Kgtr lAredMa. (7/8/ U13) Phyllis Burrnson - 13076.pdf Page 3 FIELD (QKmzm3 A s e o c i ate a,Inc. REPORT NO.: 13076DFRO52113-RO GeoMdnical En9bmwing•Emkonnw M Engirwaring Construction Turing and Inspeewn DATE 52V2M3 CONTRACTOR:Legacy Telecom PROJECTS:10513076 PERMIT#: 561WIZZWS PROJECT: Matlock INSPECTOR:Robert Orchard LOCATION:Matlock A JURISDICTION:Mason Co. KA P.M.:JMB WEATHER:Partial ClearTEMP7-6W- Arrived onsite as requested,to perform structural steel and bolting inspection for 90'Monopole assembly,located at WA4 Matlock,WA site,escorted to location by Legacy Remotes Services personnel. • Observed the placement of the 0'-50'monopole lower section at base connection,having(18)1%2"x 6'105ksi anchor bops,previously cast in concrete,each having a galvanized A563 Heavy Hex nut and(2)A563 Heavy Hex top nuts,with each having I i4"flat washer at top and underside.All nuts tightened using a 34"pipe wrench Placed per Drawing#8465IE02 and 84651E03_ • Observed the placement of(29)ATP JM T-O 8"climbing pegs for this section,each having(2)nuts and lock washer,prior to base connection. a Observed the placement of cable Terminator @ 12'and cable Guide 0o?31',per Drawing#84652E07,also prior to base connection. • Observed the placement of(4)2W2 Clamp-on Weldment w/U Bracket x 1'6-11116".assembled with(12)5/8"x 10' threaded rod w/2 washers and 2 nuts,per Drawing#84653E01,attached to monopole upper section. • Observed the placement of(42)ATP JM T-0 8"climbing pegs,also each having(2)nuts and lock washes. • Observed the placement of cable guide @ 51'and 70'and Attenuator @ 89.5'approx.,per Drawing#84652E07, with the 90'x 3/8"EHS cable attached. • Observed the placement setting of upper 45'3"-90'monopole section. Observed the placement of(4)7Wi 14'sq/&platforms,attached with(4)each of ASTM A325 high strength bolts, ''/2"xl%"w/lock washer,installed per AISC 13`b Edition,Section 162,S.T.condition_ I Ra wAw By. ASTM Teel M: ETjWnw VAacet N—o"): To the bed ara y knowiadgs,ma above WAS par/errrrad a accordance vAlb tiw appmv d proms, -quOen—hL f SuperirtlendenVRepreeer�tiva: Taomii. Offices Serving the Western United States Lynnwood(425)485-5519•Poulsbo(360)598-2I26•Puyallup(253)939-2500 o��� sarma �.vso2ttxans a.eser..4...�.�.rra�sw.ba•rr.,.twr��a.r�r.,.++iY'i...y..r.w.r,..�e.awen'+�b+n�wr • Page 1 of 1 Phyllis Burnison - Re: Inspection request for: BLD2013-00329 From: Phyllis Burnison To: Olson Date: 7/8/2013 11:14 AM Subject: Re:Inspection request for: BLD2013-00329 Inspection confirmed for tomorrow,Tuesday July 9th - as requested. >>> <darrellbarker@msn.com> 7/8/2013 10:57 AM >>> Date inspection Requested:07/09/2013 Name on Permit:Olson Site Address:91 SE High Rd Permit Number. BLD2013-00329 Requestors Name: Darrell Barker Phone Number: 3604637934 Inspection Type: MH Final Comment\Other Type: I� file:///C:/Users/pib/AppData/Local/Temp/XPgrpwise/51 DA9EFAMasonmail l 00171677A1... 7/8/2013 ` a 4WKrazan & ASSOCIATES , INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 8,2013 KA Project No: 106- 13076 Building Permit No: COM 2012-00013 Tyson Irish Legacy Telecommunications,Inc P.O.Box 360 Burley,WA 98322 RE: Matlock Shelton,WA Dear Mr.Irish: In accordance with your request and authorization,the following test data are presented on the following reports,which are enclosed: May 10,2013 Cylinder Report No. 58082—28 Day Break May 21,2013 Field Report No. 13076DFRO52113-RO Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If-you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, Construction Services Manager,Peninsula Division Peninsula Division JB/aw Enclosures With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•PoWsbo,Washington 98370•(360)598-2126•Fax:(360)598-2127 Krazan&Associates,Inc. 1230 FINN HILL RD.POULSBO WA 98370,(360)698 2126 Project No. 106-13076 Cyl.Code P 31727 Pour pate 5/10/2013 Report No. 58082 Weather CLEAR Jurisdiction MASON COUNTY Permit No. COM 2012-00013 Project LEGACY TELECOM Engineer Location SHELTON 6000 SIMPSON RD Architect client LEGACY TELECOM Contractor LEGACY TELECOM Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier MILES Plant No. 208 Site Mix Mix No. 0160A Cam.lbs. 561 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 1849 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1:10 85 156690 5.2 4 3/4 62 67 C.agg.lbs.3 Sand lbs. 1261 Water lbs. 30gal Placement Area Air Ent.(oz) 3.6 Location CELL TOWER BASE SAMPLE 3 OF 35 YARDS Other(oz) Other(oz) Other(oz) Other(oz) Water Added on Job is. Field Test Methods Remarks PLACED BY TRUCK CHUTE MECHANICALLY X ASTM C143 ASTM C138 CONSOLIDATED. X ASTM C1064 ASTM C173 X ASTM C31 Other W/C .44 Inspector JIM SHULTS Laboratory Data Design strength 4,000 @ 28 days Date Specimens Rec'd. 5/11/2013 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P 31727 5/17/2013 7 4X8 12.56 55350 4,410 KM 3 X ASTM C39 P 31727 6/7/2013 28 4X8 12.56 72915 5,810 KM 3 ASTM C109 P 31727 6/7/2013 28 4X8 12.56 69125 5,500 KM 1 ASTM C617 P 31727 6/7/2013 28 4X8 12.56 64780 5,160 KM 3 X ASTM C1231 P 31727 6/7/2013 H 4X8 ASTM C780 Other Test Results Remarks FR 157069 X Conforming Results Reviewed By(116 Date Reviewed(-42•i3 Non-Conforming Codes for Break Types: 1:Cone 2:Cone&Split 3:Cone&Shear 4: Shear 5: Columnar(Split) Form03101 Redelon 2 Efkd9ve Leh 12IDM The Womoftn pmvtded Doffs MPon ie"Prod W Or a OU"use of 0w ckoL TNe repod may ML be reproduced In$ft fb and wNW 0u wrM en pevmhebn of the dent SM Kr&ZM i Anochft& r� � FIELD K1 aza l &A s s o c i a t e s,Inc. REPORT NO.: 13076DFRO52113-RO Geatechnkud Engineering•Environmental Engineering Construction Testing and Inspection DATE: 5/2112013 CONTRACTOR: L Telecom PROJECT#: 10813076 PERMIT#: 12-00013 PROJECT: Matlock INSPECTOR: Robert 6rdwd LOCATION: MaW&, A JURISDICTION: Mason Co. KA P.M.: JMB WEATHER: Parka r TEUVW— Arrived onsite as requested,to perform structural steel and bolting inspection for 90'Monopole assembly,located at WA4 atlock,WA site,escorted to location by Legacy Remotes Services personnel. • Observed the placement of the 0'-50'monopole lower section at base connection,having(18) 1 %a"x 6' 105ksi anchor bolts,previously cast in concrete,each having a galvanized A563 Heavy Hex nut and(2)A563 Heavy Hex top nuts,with each having 1 %s"flat washer at top and underside. All nuts tightened using a 34"pipe wrench.Placed per Drawing#84651E02 and 84651E03. • Observed the placement of(29)ATP JM T-O 8"climbing pegs for this section,each having(2)nuts and lock washer,prior to base connection. • Observed the placement of cable Terminator @ 12'and cable Guide a,31',per Drawing#84652E07,also prior to base connection. • Observed the placement of(4)2W2 Clamp-on Weldment w/U Bracket x 1'6-11/16",assembled with(12)5/8"x 10' threaded rood w/2 washers and 2 nuts,per Drawing#84653E01,attached to monopole upper section. Observed the placement of(42)ATP JM T-O 8"climbing pegs,also each having(2)nuts and lock washer. • Observed the placement of cable guide @ 51'and 70'and Attenuator @ 89.5'approx-,per Drawing#84652E07, with the 90'x 3/8"EHS cable attached. • Observed the placement setting of upper 45'3"-90'monopole section. • Observed the placement of(4)7W1 14'sq/8 platforms,attached with(4)each of ASTM A325 high strength bolts, %Z"xl %"w/look washer,installed per AISC 13a`Edition,Section 16.2,S.T.condition. Reviewed By. ASTM Test A. Equipment/Asset Number(s)_ To the best Of my W wwledge,the Shove WAS peAormed in accordance vvM"approved plans, r regairements. Q�SuperintendenURepresentative: Tech Offices Serving the Western United States Lynnwood(425)485-5519•Poulsbo(360)598-2126-Puyallup(253)939-2500 Syr�axeoat s Wow"Ouly"II 7.tn cu:m+mponl,Iwtleryaeupq-.1Narad.aMwetusr4a71wnpen,.gexMr,poVeMn,ey WirinastW..m.o�+xo.dwtdAso..aMw,,r.7h.npwew►.ss a.i� a1.s++i.atraW.s.aladawrnw,oroswa.uar..tmM. 'Oan eca.Wus*.d7Mlsne..PRlsrrrtlmWr.My-ia,&o nWLarmWKWr6=.Aone* ft,wft'er—ftmr�anuaemP�bw.sw.i. CYLINDER ' M644440 I<XaZan & Associates, Inc . REPORT NO.: 58082 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: A � ) CONTRACTOR: C1Ci 4f lS 1`� PROJECT#: PERMIT NO.: PROJECT: c J �. INSPECTOR: LOCATION: � •7 JURISDICTION: f j �a 4 j KRAZAN PROJECT MANAGER: J1`1� WEATHER: �p ;.i5' TEMP: f! `' Field Data Reported Batch- Data Concrete Other Cement Type r1.vd / Design Actual 1y Supplier It(E' �'Plant No. Site Mix Mix No. I Mix Air Unit Cem.lbs. Slump Temp. Temp. Wt. Time Truck# Ticket# %Air (in) !(F) (F) (pcf) F.Ash lbs. �... C.agg.lbs. C.agg.lbs.2 Placement Area C.agg.lbs.3 '7� Location r ,, Sand lbs. 3 L r�l� ��•��� psft 5`e Water j Admixture i Other Air Ent.(oz/cwt.) 15.w)::f Remarks , '. I f, r< ;7- Water Added on Job �I (gals.) �I Field Test Methods Please refer to Field Report No. 5 G 9 ASTM C143 21 ASTM C138 F_� V I� ASTM C1064[77] ASTM C173 F__� j i Inspector ASTM C31 Other i Laboratory Data Design Strength @ 28 days Date Specimens Rec'd. r Cyl. Test Field Max Comp. Tested Break Laboratory Code Date Cure AAee Dim. Area C.F. Load Str,(psi Set# B T e Test Method �i�� ❑�� �� ASTMC39 ASTM C109 k. = 2Is L�� ASTM C617 El ❑� ASTMC1231 LJ i ASTM C1019 h 00����00 00�❑ ������❑������ Other] Test Results Conforming Remarks Non-Conforming 7­1 Results Reviewed By Date Reviewed Codes for Break Types: 1.Cone © 2.Cone&Split 3.Cone&Shear ® 4.Shear 5.Columnar(Split) I I �.. Ij Measurement Uncertainties: ASTM C39=Cores+/-8% 4 .= FIELD REPORT NO: 157069 Krazarz & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: � ��Z'i CONTRACTOR: PROJECT#: %0 4i JURISDICTION: PROJECT: -f , rY3 PERMIT#: INSPECTOR: LOCATION: . KRAZAN PROJECT MANAGER: ,' "� WEATHER: =; y TEMP: jrO tt r ii,�i �C..l,(... >! ;w�.i'Y ltlr. a�. ;!✓ '—j: Lr�(� t-.�!Jrf{ :`CJIZ� t " %�r✓�18.�.^' 101 r , � j•Jc / !� r't'.1,491 f L'7 PrVf '> ff ,; 1'� S fit;;! `! t '•'a rf l 7 ? t pia' e ;,; ' ,�'} ; "�+ � '1% /. L(' � .j l � ,� .�✓,� _.f,�f *f+'� {^"'f" .r� ��`(:fj`ki tr�f j/t f�-' - JI���' :C' f J � � I i i Equipment/Asset Number(s): i To the best of my knowledge,the abov WAS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This' formation is subject to review prior to final submittal.By signing this report,our nspector does not accept responsibility for validity of the results.Som(iinformation on this report may have been provided-by othe on site. The information provided on this report is prepared for the exclusMe use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. I Offices Serving the Western United States -. Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 FIELD QKrazari &Associates, Inc. REPORT NO.: 13076DFRO52113-RO Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 5/21/2013 CONTRACTOR: Legacy Telecom PROJECT#t: 10613076 PERMIT#c: COM201240013 PROJECT: Matlock INSPECTOR: Robert Orchard LOCATION: MatIock,WA JURISDICTION: Mason Co. KA P.M.: JMB WEATHER: Partial Clear TEMP: 58F knived onsite as requested,to perform structural steel and bolting inspection for 90'Monopole assembly,located at WA4 atlock,WA site,escorted to location by Legacy Remotes Services personnel. • Observed the placement of the 0'-50' monopole lower section at base connection,having(18) 1 %z"x 6' 105ksi anchor bolts,previously cast in concrete,each having a galvanized A563 Heavy Hex nut and(2)A563 Heavy Hex top nuts,with each having 1 %"flat washer at top and underside. All nuts tightened using a 34"pipe wrench. Placed per Drawing#8465IE02 and 84651E03. • Observed the placement of(29)ATP JM T-O 8"climbing pegs for this section,each having(2)nuts and lock washer,prior to base connection. • Observed the placement of cable Terminator @ 12'and cable Guide @ 31',per Drawing#84652E07, also prior to base connection. • Observed the placement of(4)2W2 Clamp-on Weldment w/[J Bracket x 1'6 -11/16",assembled with(12)5/8"x 10' threaded rod w/2 washers and 2 nuts,per Drawing #84653E01,attached to monopole upper section. • Observed the placement of(42)ATP JM T-O 8"climbing pegs, also each having(2)nuts and lock washer. • Observed the placement of cable guide @ 51'and 70' and Attenuator @ 89.5'approx,per Drawing# 84652E07, with the 90'x 3/8"EHS cable attached. • Observed the placement setting of upper 45'3"-90' monopole section. • Observed the placement of(4)7W1 14'sq/ft platforms,attached with(4)each of ASTM A325 high strength bolts, "xl %"w/lock washer,installed per AISC 13th Edition, Section 162, S.T. condition_ Raviewed By: ASTM Test#: Equipment/Asset Number(s): To the best of my knowledge,the above WAS NOT performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technicia . Offices Serving the Western United States Lynnwood(425)485-5519•Poulsbo(360)598-2126•Puyallup(253)939-2500 Duly Field Report Rcvieim 8 Bfl'ecti-02113n013 1Le infommtimgoribed mtlds epatopeyedfame e¢hcvw me of the cGert iLv«utmrymtbe repodcMmny fommtwiWwtdk wriCmpenoiximoffhe cliet•d Brem dAstootn Thie rspart mdirla ar®@eCas abmvlim dtNvgrmYh heed made mMdiam,ndcMMar ctities. ]tiz mfamtimu abjedbmie-pnab Fd ab,mttl SpsigvgthisrcpM,ar vnpe iw does,wteccept,espouibility fraJiAy oE�dts.'Ae me mfo�im he bempovidedby afhes m sRe ArcIMS Viewer Page 1 of 1 '', 0. �f CP 7 q; f D!A RQ OWE / (iDI , RDA t ` Q 5W7fl http://mapmason.co.mason.wa.us/website/mason/MapFrame.htm 5/10/2013