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Home My WebLink AboutSTRATA - MULT DOCS - 97-00029 - Ricks College - Administration BuildingGECTECHNICAL ENGINEERIN(3 MATERIALS TESTING 4460 KNs Way#;3. Chubbuck, Idaho 83202 208. 237-3400 / Fax 208 237-3449 Xir. Lloyd Benson RICKS COLLEGE Physical Plant Building ReYbur& Idaho 83406 Benson.. August 19, 1998 This zs an amendment to the letter dated Julv 29,W 1998 refe , Steel Punch List for the new Ricks Colieae�dmi�.�isir�.�zo,n rrmg to the St�-u.�tura� BuildinCrr- The fallowincr are new items of deficient or fficomplete vexrork to be added to the punch list.. 0 Itoms 'N-0� 33.) Level one from GL N".0 to T.0 on GL. 5;.0-, Bolts have not been torqued or -art M i S,.S in cl, 34. ) L eved mo GL E . O,�'3 . 4,, Plate not welded to top ofJoist under roof deck-. 35,.) L_,�v�ol two GL 1.��5.0, GL L.0/6. 04 GL X1.0/5. 0 and GL PAOl6.0, Bolts Tv to— of Steel colunms either missing or ha,\fe not been torqued. 36.) Level mro from.. GL E- 0 to, K. 0 on GT-,, 5. 0 and 6. 0 top of conc4-ete cojunms emb Tubt�� steel to ��i�ri�x ed saddle, welding not completed as per Structural Engineer. 37.) Level two GL RAf9.Q GL S -0/2A GL Q.Oi2.Q, Stiffener plates missing. oaf 3 8 Level MI) one GL . 0/6. 0,, Beam not b�armg1 on embed, 39.) Lzvtfl one two GL M.0/2.0, CEP welded from horizontaltube steel to steel a column &s per Structural Engineer, missmCF Z=)m Res p e C-0 tfujjy-�b mi W J NNenno, CET Ajea Manager 1DAH0 -* WASH fNGTON v OREGON a WYOMING 'a MONTANA * UTAH -0 NEVADA s Now GEOTECHNICAL ENGJNEEF;IN & MATE=MALS TESTING 4460 K'IrIgs Way, Chubbuck, Idaho 83202 20.8 237-3400 / Fax 208 237-3449 �Ir. Lloyd Benson 4' RICKS COLLEGE Physical Plant Building Rexburcr.Idaho 83406 X1r. Bens Tam`' r the umplovees virith C otmnercial General. August 19, 1998 wewldin!z proce---dures needed for certification of The structural steed work on the Administration 11cai compietion . anti we woutcl very much appreciate submittal of these procedures to our office before the m letion structural wiC.Llding... I am aw-are that Colimae.-rcial General emplovees participated m penonnma a D F v _ rta(ye. of tb.e wInwi ' . . } m i t i 3 � r the vveldm'g procedures are a veiT important part of the ceTfifi,%,1-..-ation process and tlie, documentation Vnose ernplo-vees that peifonned d mi,.� Aete -Ilework� process as, outhned by AWS and %01the and i � dons,. acute your time 4.0,mo- WOL. �; the futtired IDAHO e WASHINGTON and effort M' this maitter and . Tham"you much. �V. always look fonvaird to Re,Lspecff-Li11-v W J N-enn -Az,t:.1a Manaaet- 25 1 bnu-tte 0 OREGON -9 WYOMING -* MONTANA -a UTAH . NEVAUA 14� 125 RELATIVE DENS!Tv ASTM D14253 / D4254 Report to: RICKS COLLAGE FiIeName.w COLRIC Sample From: STOCKPILE Cate Tested: 10-2-97 Tested By: H.A./ STRATA Soil Type-- Pit Run Minimum Densitv. P of. 126 Maximum Density, Pcf: 144.4 (FieldDen-MlnDen) % Rel Den= (MaxDen-KnDen) (MaxDen) X X 100 (FleldDen) RELATIVE DENSITY CHART 145 140 w U LL 0 10 20 30 40 50 6U Relative Density °/ WTEFkJA%.Z M!9'#Y.i443 A 125 70 80 quApkI U0 Reviewed b 140 U d T C D 135 E E 'c � 130 125 RELATIVE DENS!Tv ASTM D14253 / D4254 Report to: RICKS COLLAGE FiIeName.w COLRIC Sample From: STOCKPILE Cate Tested: 10-2-97 Tested By: H.A./ STRATA Soil Type-- Pit Run Minimum Densitv. P of. 126 Maximum Density, Pcf: 144.4 (FieldDen-MlnDen) % Rel Den= (MaxDen-KnDen) (MaxDen) X X 100 (FleldDen) RELATIVE DENSITY CHART 145 140 w U LL 0 10 20 30 40 50 6U Relative Density °/ WTEFkJA%.Z M!9'#Y.i443 A 125 70 80 quApkI U0 Reviewed b #lii!?8 L�2 X772 Ulamonol Al Testing taboratories �estinq & Inspectio tj Se,rp-vice's 3698 U. 5, Hwy 30., Rocatenov I❑ 83281 Phone: 208/232-2b53 Fax: 293J232-27-12 --- Certiftea visual jjnspectj()jj p_epor�t --------------- QMOPW &#-Mftw P - -- - . f T STRATA P, �• i Report NoP 9 8 0 4 48 I � '-394-1 ' 77F°+��j� y'�J �"�f�*.�S&A&ii w, 4w~4 Vf1 us lak ImWme f dot. �`°� , -- CQUE�ge, �' ��■ r , Idahor ,� , � T � 17 ' yY I ■ ��, � k IODI $040c"Wi 1 0 Oki L Fmj ■ a f�}�Q.yq+�l dw 1 7"'r�r.r F 7tt04ib 4µ T vim• �M,, + 7 ,ti 4 M � 7i - VCS l�FS e1 ' e ac 41 ■ r +, �if�Y■; Y.`xr'.a _ q °f�sualf r i'°r r.ww�r Iti..r.4}.I++a.r �vl�i� 1 MM I::.�.. �-,M,B�. rtii_a� • �• F L.,r,.,.�r,....�S�Jr'tid��.vY'r'hn ��YF 'w i xOF �-�� ' ...s r._ rl,. s.,r .•,�, a .f* � • 177 w+5i �+ ••ate Tr�� I � ■--tea �� .,rte-T��=�'..� ' -.� �-�+.�� .• �"� =y -.P.IL-17 d % , -Pr ala:4 �J'�!i�y Yid e y - -- . �a --t� I' .� '�• g _Ti Fl 7 jrr 5 i+asr F Q s� ti ,.�,V,°,�. _-,.a �feaef�•e�•eaaaa rr�a�P •� -_�. _., _- - 1 I - �� i- - .. ■yam. _. _ • �'s`.g+ sal � r *-''�'�:��,..`� .�•� � . �r�.ft�d+�#1rr#*�Ir��.+�� I � � a . � �� •Y+7r°" U `'� ,s � �•:i4'r . v t -rt � 4°R� + ik .�. 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I ■ r' . �°�1 I +..+ . ��. a ++ ak• r a �' i� . .•a ■ � 5, er �. - __ • + + '� 'X7 +ti�rt+•.�.�, .L ■r.#' 4 til Y r _ GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way #3,hub li , Idaho 83202 208 237-3400 / Fax 208 237-3449 REPORT PROJECT TO RICKSCOLLEGE Physic -al Plant',- Bl Rexburg, ID 83460 Adminis-t-ration Ali DATE SAMPLED LOCATION D'N'ITY RELATIONSHIP TEST REPORT DATE INVOICE NO, FILE LAB NO le 4/17/90 130-980111 COL 98019 3/30/98 TEST BY J MCIntosh SAMPLED an site VISUAL DESCRIPTION OF MATERIAL Gravel w%sand well graded TEST STANDARD THD SIEVE Screen 3/41f 3/811 No 4 150.0 145.0 � 140.0 a T 1 35.0 m 0 0 130.0 125.0 120.0 3 .STM D1557 C D - ATA Fct Passing 100 SPECIFIC GRAVITY assumed tested DENSITY DATA MAXIMUM DENS I T F OPTIMUM MOISTURE, OVERSIZE SI FTC MOISTURE DENSITY CURVE pcf pct GRAVITY Tested 135,5 . o a . � .0%%&f 0 Data Paints u.v I.LJ Z3.0 9_U Moisture Content, 7* o MAX DENSITY -----•• IDAHO ETON OREGON WYOfAIPJG NA a 10.0 11.0 12.0 100% Saturation 13.0 i E -OTE - H N I AL ENGINEERING & MATERIALS TESTING 4460 Kngs Way , Chubbuck, Idaho 83202 0 237-3400 / Fax 208 2-37-3449 MOISTURE DENSITY RELATIONSHIP TEST PORT TO RICKSCOLLEGE Rexbur�Lf..ID 83460 PROJECTAdmin'I-stration Bldg, DEPORT DATE INVOICE NO FILE NO. LAB NO a 10/21/97 130-970347 COLRIC 97212n BATE SAMPLED 10/20/97 TEST BY JM -- LOCATION SAMPLED 97 VISUAL DESCRIPTION OF MATERIA, Sandy gravel TEST STANDARD METHOD ASTM D1557 SIEVE DATA Screen Pct Passing 3 / 4 f 80 3/8 1 T 140.( 135.0 130.0 125,E 120.0 6 c SPECTFIC GRAVITY assumed tested DENSITY DATA Tested MAXIMUM DENSITY, pcf .128.5 P T S MUM MOISTURE, pct 1 OVERSIZE SPECIFIC GRAVITY MOISTURE DENSITY CURVE Corr f 135.0 NA ! t F+ ■ a i Me 4 ■ * �y ■ ■ ■ ■ ■ ■ i IN ■ IL ■ � � f a i � ■ ■ F ■ ■ r + ■r:.lse■1■tt+#lala:a:ss■r�■�aa+ir■■a■4i i�rr■'a�#■■e■e■taT##�■•a�er■+�a ��rtay■■Ia7 Tfirti°■ir �F■4f �r■r,■■iT�F �!■r■■•rr�Mrf ■a'■a•;. �.�■ s�■ti,■it■+sw REE a■■s■sa■•a■,.*r.i r T iF lre:r■alt�r�rsr srii■�Ws■*■rylitiiTi■.rt■r�■�■■si4iii:i rs.s■�ay■r■■r■a t+t+r � y ■ i ■ s r r I! �K T # i ■ r • ■ e t ■ al • F ap ■ ■ t s T.f■tit#V!�!■i■iilr��.i■■t■■■■.+. r$■tii#!rlar■■■iW*lir7■aia�• � ■�■■■i■{�+■�■■�,■■■�$!�!■f as i. l s 1 ■. r a. T!■t■tY•r¢}■! ■,EVt*7li7■i■y #!t7■•■■!■■1;+TF!■s�■t++rt■!■i-ia��f�■:a � e .I *f4F}+t,i■f■■■■a ■aiart.�li■:#■ti. 128.5 ■ '■ } l 4k ! i � ■ � rt Y yk a ■, t f � s i ■ ■. ■ 74 • �. T ■ a 04 lob • ■ t i ■' algia.... rrrr{y,,r�+■■#tiirs!!4■■i ri ■.i Ya.T,w■ia�� aiFRrtt:�. rr. �arfae i.. rT Iii■�f ■sw4■7 ia■i■ • * ■� • • 7 � r a•s■a■t ra�'�•!■■■r f ■ ■!i ■yfe■a■� ■ �!!ra■rt*.*s*y■■■a**bort ■■t■r■■r■■ra s -!!a r■a..a.■aa ■ ■ i T r i T a q # � r rt ,•, � � s � ■ ■ � i + 11r f ■ r r ■ ■ ■ e r 14 t r 1 • M eqk i`•�a k.j` .r • Data Points 0.0 i u.0 w I .0 12.0 Moisture Content, L3 Max DENSITY ...,_. Reviled IDAHO VVASHINGTON OREGON WYOMING 4w O TA 13.0 14.0 15.0 16.0 100% Suturation UTAH i Mow MEEM I GEOTECHNICAL ENGINEERING .TERIAL TESTI NG 4460 Kings Way 43, Chubbuck, fd h:a 83202 208 237-3400 Fax 208 237,3449 MOISTURE DENSITY P',TII P TEST REPORT T TO RICKSLLE PHSYICAL PLANT BLDG REXBU.RGf ID 83460 PROJECT Administration Buildin DATE SAMPLED 10/2/9'7 LOCATION SAMPLED On-site stockpile VISUAL 'T ION OF MATERIA Gravely Sand TEST STANDAR METHOD ASTM D1557 A SIEVE D T Screen Pct Passing 3 / 4 T 1 --8�8 84 +. 130.0 125.0 120.0 115.0 110.04-- 6*0 7.0 • Dota Points PORT DATE INVOICE NO, LAB NO } TEST BY 10/9/97 130-970292 COLRIC -1927 G. 01 son SPECIFIC GRAVITY assumed tested DENSITY DATA MAXIMUM DENS I T r c,f OPTIMUM MOISTURE OVERSIZESPECIFIC GRAVI'T'Y MOISTURE DENSITY CURVE 1090 11.0 X2.0 Moisture Content, % MAX DENSITY •—••a• Tested 122.0 101" X 13.0 14.0 15.0 16.0 100% Saturation IDAHO WASHINGTON OREGON WYOM i e wi= A-101'�y ING a GrTANA .0 UTAH GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237-3400 / Fix 208 237-3449 MOISTURE DENSITY RELATIONSHIP TEST REPORT TO RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 PROJECT Administration Buildi DATE SAMPLED 9/18/97 LOCATION SAMPLED On-sl-te Stock p2 -le VISUAL DESCRIPTION OF MATERIAL and TEST STANDARD ASTM D1557 MIETHOD C SIEVE DATA Screen Pct Passing 3/411 37 3/8ff No. 4 rave -L. A REPORT DATE INVOICE NO. FILE NO 19 LAB NO 0 TEST BY 9/24/97 130-970251 COLRIC 971833 G Olson SPECIFIC GRAVITY assumed tested DENSITY DATA MAXIMUM DEN SITYf pcf OPTIMUM MOISTURE, pct OVERSIZE SPECIFIC GRAVITY MOISTURE DENSITY CURVE Tested 139-00 2,o75 X 135.0 130.0 2.0 J.0 aWli 8 Data Points O.0 6.0 7.0 8.0 Moisture Content, 9 MAX DENSITY M*M*Mib 10.0 1 00% Saturation 'K4 Rekv �i-weU' IDAHOWASHINGTON OREGON 1p WYOMING MONT UTAH NEVAOA 11.0 12.0 GEOTECHNICAL ENGWEaRM & MATERIALSTESTING 4460 Kings Way , Chubbuck,Idaho 83202 208 237--3400 Fax 208 237-3449 Nlab00%91 MOISTURE DENSITY RELATIONSHIP TEST RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 PROJECT Administration Building DATE SAMPLED 9/23/97 LOCATION SAMPLED On—site Stockpile VISUAL DESCRIPTION OF MATERIAL Sand TEST STANDARD ASTM METHOD TEV D Screen Wr%.63 / 4 f! 135.0 ATA Pct Passing 100 ravel REPORT DATE INVOICE NO. FILE NO. LAB NO 1p TEST BY 9/24/97 A� 130-970251 COLR I 971842 P Wayne SPECIFIC GRAVITY assumed tested DENSITY DATA MAXIMUM DENSITY, pcf OPTIMUM MOISTURE, pct I E SPECIFIC GRAVITY MOISTURE DENSITY CURVE Tested 126.0 f 17n n, - ■ + * * At 1 a 5.0 6.0 7.0 • Data P 8.0 9.0 10.0 1 1.0 Moisture Content, % El MAX DENSITY •••• 61 10AHO WASHINGTON OREGON YI OTa 6 12.0 13.0 14.,0 15.0 100% Saturation HED + T J ■ i # IqL ILL i �Y; ■ +' i r � # � M J a ■.. i a } + s ■ a lb r 'a # F 1 +" ■ + "� yl ■ # a r ■ i i �' � � ■ Ak r i F # IL # ■ iY ■ IL f • AI t ■ '.T wove■r■.aa■_.a 414"h ii■�a■iasis ii Al r+■�i■r■■;■r■ri#..�. ■ ■ s ,fT■#■#iai■i+*.r■.•■.•a■a•ar. �...*■7!/..aaaartlF;#++•■■■■■■ • 16L * � � a ■ ~ ■ + i i +��' iWi■�� ''■■i■AI's■AFi AFf Yrr+■+.■■•i■i■L 4'f`�■•�lirFi#i.■i*■vrIv■#a■#a a iw•.t ia.'pTM,}+f■■a■w#■!■!■Wei ■iESE ■.i a i d A a ii**}■q } AI a ■ i + �. a �- • , ■ a �Y■om i Ir r i • � 1 `■ � � ■ i a i t tlF � T + • t • 1 ■ i ! # M ! a ■ s a ■ s i * ■ # •.T+J■,■a4m*.tT■f■■MEN +■ai■■-t++ +t■+Z■ia■i}4 #i dp#■■ a Fr. l TPa m'@!•■ s a.■F a # a .+ STT■T!i•i•i■#a..�T'T+T■+■■4. ■■ �F■ftili■ii■�#..■■ra■J�±.Ts■■#■r■#,.r..#yi4i■a■s.ra■#i yy ; �! � � `�■+'■•�4t*AF AI+4+�i■�■ti■ri■sa Ea■a•ial4 AAAF7■ti Aki ■f i$■I■•i■i■ii■ ■ ■ r, ■ • +0 a ■ ,F r IF r T v %k • r ■ 1 AF • T m� • • ■ : a ■ M OF i ` me • • T ■ i mw m �� 7 ;■ at ■ . . � 7 � �� T a # T i ■ # i r• r ■ ■ ■ ■ s qp 91 A r 17n n, - ■ + * * At 1 a 5.0 6.0 7.0 • Data P 8.0 9.0 10.0 1 1.0 Moisture Content, % El MAX DENSITY •••• 61 10AHO WASHINGTON OREGON YI OTa 6 12.0 13.0 14.,0 15.0 100% Saturation HED 4111F,or EOTECH i J CAL ENG [ EERING & A,TER IAL TE, TJ G 4460 Kings Way ,Lubuck, Idaho 832-02 2,08 237-3400 / Fa 208237-3449 REPORT TO.- PROJECT.- DENSITY LOCATION IRJCKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Administration Building SFRM DENSITY REPORT GL G.0/S.0 THICKNESS MEASUREMENTS DATE: FILE NO: STRUCTURALmEMBER AVERAGE TIIICKNESS: AREA OF DENSITY SAMPLE: SAMPLE NO.: I :11111SUMME. ft Inspeetar: B McGowan 13/16 0.36 sa, ft. Rev f DAHL - WASHINGTON OREGON * � R EQD. THICKNESS: DENSITY0 REQD. DENSITY: COLRTC C U a 3/4 23.3 lbs I5.0 lbs -3 E S GEOTECHNICAL ENGINEERING & MATERIALS TESTING 44-60 Kings Way.4-03, ub u , Idaho 83202 208 237-3400 / Fax 208 237-3449 REPORT TO: PROJECT: DENSITY LOCATION RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg,, ID 83460 Administration Building am I M, Xvi GL J.0/3.0 THICKNESS MEASUREMENTS 2 5 3/4 IQ DATE: FILE N IV STRUCTURAL MEMBER, 3/4 10 3/4 I AVERAGE THICKNESS: AREA OF DENSITY SAMPLE: 0.358 sq. ft. SAMPLE NO.: BOND STRENGTH N/A 0 Inspector, B McGowan READ. THICKNESS.0 DENSITY: 7/1/98 COLRIC Column 3/4_ 33.9 Ibs mmkqp� Z2.EQD. DENSITY: 15.0 lbs i w -d' . ��77 �- IDAHO WASHINGTON OREGON WYOMING MONTANA UTAH NEVADA i GEOTE-CHNI AL ENGINEERING & MATERiALS TESTING 4460 Kings Way, Chu u, Idaho 83202 208 237-%3100 / Fanx 208 237-3449 REPORT TO: DENSITY LOCATION RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Administration Building SFRNI DENSITY REPORT GL G.0/3.0 mmmnmhh� TMCK-NLIESS iNIEASLREIVIENTS DATE: FILE NO: STRUCTURAL MEMBER: AVERAGE THICKN,]E.SS@ AREA OF DENSITY SAMPLE: SAMPLE NO.: 1, p 0 1 4 1 01pille imp Inspector: B McGowan 7/8 REQD* THICKNESS: 0.358 sa. ft. DENSI'I'1': IDAHO - WAS H I N TO N 0 OREGON REQD,, DENSIT'I': A � ; 1 21 0 0' 7/1/98 COLIRJC Column 3/4 37.0 lbs 15.0 lbs WYOMING MONTANA UTAH NEVA 83202 208 237-3400 / Fax 208 237-3449 1 U: RICKS co,T.T F",rr PROJECT-. DENSITY LOCATION PHYSICAL PLANT BLDG Rexburg, ID 8.3460 AdVrr�instration Building DATE., FILE NO - SFRM DENSITY & BOND STRENGTH URT GL D.0/8.0 THICKi\'ESS MEASUREMENTS STRUCTURAL N1FM1BER,-,& AVERAGE THICKNESS: 7/S mft� AR -EA OF DENSITY SAMPLE: 0.358 Lge ft. SAMPLE NO.: {sorra STRENGM Cohesion • Adhesion = Pounds a Force i Area of Cap; 0.,041 sa. ft_ Force Reading: Bond Strength: Location,, Inspector: 9.0 Lbsf& 220.0 lbs* GL__C*5/8-m0 Area of dap B McGowan IDAHO RE QD0 THICKNESS: DENSIT'1': REQD,v DENSITY., Reqd. Bond Strength: Structural Member; Revi&mcd-Bv'' ' "'Pz::� WASHINGTON OREGON WYOMING ' MONTANA 3/4 41.7lbs 15.0 lbs UTAH # 150.0 lbs Joist NEVADA 7/14'98 COTRIC Column 9 4460 Kings Way4,3, Chubbuck, Idaho 208 237-3400 / F-aix 208 237-3449 K-r.ruxi iU: RICE S COLLEGE PROJECT.- DENSITY LOCATION PHYSICAL PLANT BLD Rexburg IUD 83460 Adrm'mstratian Building DATE: FILE N0: SFRM DENSITY & BOND STRENGTH REPORT GL B.00/3,00 THICKNESS MEASUREMENTS STRUCTUR�I, NIEVIBER: AVERAGE THICKNESS: 1 AREA OF DENSITY SAMPLE: SAMPLE NO.: �111 INN"i ff-1-1 W�l ■ 981295 (BOND STRENGTH) Cohesion •Adhesion = Pounds •Farce ! Area of Can: n nd-r c� -r+ Farce Reading: Bond Strength: Location Inspector; 0 U.0 - 10.0 Lbsir, 244.0 lbs. GL B.5/3. 0 0.358 sa. ft. Area of Cad B McGowan REQD. TI3ICKNE55: DENSITY: REQDv DENSITY10 : Reqd. Bond Strength: Structural Member; Revi-1-1 - ewed 5w. IDAHO WASHINGTON OREGONWYOMI- e-�--"MONTANA 3/4 33.8 lbs 150.0 lbs J01" 8 t -* NEVADA 7/14/98 COLRIC Column GEOTECHNICAL ENGINLEEPI MATERIAL TESTM 4460 Kings Way4,3, Chubbuck, Idaho 208 237-3400 / F-aix 208 237-3449 K-r.ruxi iU: RICE S COLLEGE PROJECT.- DENSITY LOCATION PHYSICAL PLANT BLD Rexburg IUD 83460 Adrm'mstratian Building DATE: FILE N0: SFRM DENSITY & BOND STRENGTH REPORT GL B.00/3,00 THICKNESS MEASUREMENTS STRUCTUR�I, NIEVIBER: AVERAGE THICKNESS: 1 AREA OF DENSITY SAMPLE: SAMPLE NO.: �111 INN"i ff-1-1 W�l ■ 981295 (BOND STRENGTH) Cohesion •Adhesion = Pounds •Farce ! Area of Can: n nd-r c� -r+ Farce Reading: Bond Strength: Location Inspector; 0 U.0 - 10.0 Lbsir, 244.0 lbs. GL B.5/3. 0 0.358 sa. ft. Area of Cad B McGowan REQD. TI3ICKNE55: DENSITY: REQDv DENSITY10 : Reqd. Bond Strength: Structural Member; Revi-1-1 - ewed 5w. IDAHO WASHINGTON OREGONWYOMI- e-�--"MONTANA 3/4 33.8 lbs 150.0 lbs J01" 8 t -* NEVADA 7/14/98 COLRIC Column AK CEO CEO T E e AL 'ENGINEERING & MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 REPORT TO: DENSITY LOCATION RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 DATE: FILE N0: SFRM DENSITY & BOND STREN" -1 H REPOR GL F.0/3.0 THICKNESS MEASUREMENTS STRUCTURAL MEMBER: AVE&gkGF ICKNESS,* 314 AREA OF DENSIT'I' SAMPLE: 0.358 sa, ft. MENEM 1010h� SAMPLE No.: BOND STRENGT'H 981483 (BOND STRENGTE) Cohesion + Adhesion -= Pounds a Force 1 Area of Cad Area of Cap. Force Reading: Bund Strength, Location: Inspecton 0.041 sq. ft. 7.0 Lbsf. 171.0lbs. GL 1-2/392 B McGowan RIEFQD.e TRICKNESS: DENSITY: REQD.a DENSITY: Reqd- Bond Strength0 : Structural Member, IDAHO WASHINGTON OREGON - WyoMr MONTANA 3/4__ lbs mlw� 15*0 lbs 150.0 lbs Joist UTAH - NEVADA COLIRJC Co umn c'h I 4460 Kings Way ,Y Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 REPORT TO-. DENSITY LOCATION RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 DATE.- FILE NO.- SFRiNI DENSITY & -BOND STRENGTH POMT GL J.0/3.0 THICKNESS MEASUREMENTS STRUCTURAL MENI,$ER: 7/21/98 COLIRJC Column AVERAGE THICKNESS: 3/4 AREA OF DENSITY SAMPLE: 0.358 -sq., ft. SAMPLE NO.: BOND STRENGTH (BOND sTRENGM Cohesion • Adhesion = Pounds • Force A Area of Cap Area of Cap: Farce Reading., Band Strength: Locati ion: inspector: 0.041 sq. ft. 6.5 Lbsf. 159.0 lbs. GL F.2/3.2 B NlcGowan IDAHO WASHINGTON OREGON "REQD. THICKNESS: 3/4 DENSITY: lbs REQD,o DENSITY: 15,0 lbs 9 Reqd. Bond Strength: 150.0 lbs Structural Member: Joist It Re ,view MONTANA UTAH NEVADA i �.. .• I L + r • L i L b 'ti, tiC' C7 1 M "r J' P` I I f L td I I [ f 4460 kings Way . Chubbuck, Idaho 83202 208 237-�-10 Fax 208 7-3449 Tf'\ S' 7.-7'T TO.- RICKS COL-rLEGE PROJECT.-* DENSITY LOCATION PHYSICAL PLANT BLDG Rexbur I1! Administration Building DATE. - SFRNI DENSITY & BOND STRENGTH REPORT GL 101*0 THICKNESS MEASUREMENTS STRUCTURAL MEMBER: 7/30/98 I = Colnmn AVERAGE THICKNESS: 7/8 wmmm� AREA OF DENSITY SAMPLE: SAMPLE NO.: (BOND STRENGTH) Cohesion -Adhesion = Pounds - Force ! Area of Can,GL 4.€}41 so. ft. Force Reading: Band Strength: Location.6 Inspeeivr: 7.5 Lbsf. 183.0 lbs. GL F.0/7.5 0.358 sq. ft. Area f Cap B McGowan IDAHO -* WASHiNGTON REQD* THICKNESS. 3/4 DENSITY: 30.2050 lbs REQD. DENSITY: 15.0 lbs Reqd- Bond Strength: 150.0 lbs Structural Member: Joist Revi6wed i OREGON * WYOMING MONTANA@ UTAH NEVADA 12 � — _% --r +a - y . % a 1� r"+ 1 ^ moi' I V y" TI . Ir4 aT'� I � SIV is .. M1 ^� r�ril�'.v., 6 F I AI k-.3 � 4,460 f(inc5 `,Nay #Q ChubbuCk, Idaho 83202 208 23 r -3400 I Fax 208 237-3449 REPORT TO-. RICKS COLLEGE PROJECT-. DENSITY LOCATION PHYSICAL PLANT BLDG Rexburg, ID 83460 Administration Building GL J.0/8.0 THICKNESS MEASUREMENTS DATE.- FU,E N0: STRUCTURAL MEMBER: I 1 i 1 4 1 3J4 1 7 1 pis 1101 3i4 AVERAGE THICKNESS: 7/8 AREA OF DENSITY SAMPLE: SAMPLE NO.: ]BOND STRENGTH 981611 (BOND STRENGTH) Cohesion • Adhesion ==Pounds *Force/ Area of Can: fl_AdI cft Force Reading0 : Bind Strength: Location: Inspector: W = 10& 7.0 7.o L 171.0 lbs. GL J.0/7.5 0.358 sq. ft. Area of Cap B McGowan REQD4, THICKNESS: 3/4 7/30/98 COLRIC Column DENSITY: 32.5132 lbs REQ -D* DENSITY: 15.0 lbs Reqd. Bond Strength: 150.0 lbs Structural Member: Joist Reviewed IDAHOa WASHINGTON # OREGON 9 YOMIN19' * M0NT A - UTAH -6 NEVADA i .' i r� 3 i �► GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way #3, CMUbbuck. Idaho 83202 208 231-3400 l Fax 208 237-34_49 REPORT TO-. RiCKS COLLEGE PROJECT-,, DENSITY LOCATION PHYSICAL PLANT BLDG Rexburg,, ID 83460 Admimmstration Building DATE-. FILE NO: SFRNI DENSITY & BOND STRENGTH REPORT GL R.0/8.0 LevelOmftobrm --------nemm_� THICKNESS MEASUREMENTS STRUCTURAL MEMT3. 8/5'/98 COLRIC C olumn AVERAGE THICKNESS: 7/8 AREA OF DENSITY SAMPLE: SAMPLE NO.: 1, P 1 Iffl, 0 Willi 1211t] 0 ��IL 981663 (BOND STRENGTH) Cohesion • Adhesion = Pounds • Forge / Area of Can: 0 _�41 C� -r+Force Reading; Bund Strength: Locatioff, inspector' :a 0 • 84.0 Lbsfo 195.0 lbs. READ. THICKNESS: 0.35,8.m. ft. DENSITY: Area of Cap GL5.0/7.5 Level One RFQD.o DENSITY,0 3/4 311684lbs 15.0 lbs Reqd. Bond Strength: Structural Member: Reviewed IDAHO WASHINGTON OREGON I m OI(ONT NA 0 UTAH -P NEVADA 150.0 lbs i I'7 GEOTECHNIGAL ENGINEERING & MATERIALS T�STING 4460K�Mgq. Nay :09, Chubbuck. Idaho 83202 208 237-3400 11 Fd --x 208 237-3449 TO. RICKS COLLEGE PROJECT. - DENSITY LOCATION PHYSICAL PLANT BLDG Rexburg, ID 8.1460 Adminisirarion Building GL S-0/8.0 Level Two, DATE, FIELE rro: ORLS -149CLM I THICKNESS MEASUREMENTS 0 STRUCTURAL MEMBER, 1 1 3/4 1 4 1 3/4 1 7 1 _3 /4 '1 10 1 3/4 2 t 3/4 1 5 1 3/4 1sl 3/4 1Y11 7/8 3 3/4 _ ..j. 6 1 7/8 1 9 '1 3/4 1 12. 1 7/8 AVERAGE THICKNESS: 3/4 AREA OF DENSI'T'Y SAMPLE: SAMPLE NO.: BOND STRENGTH REQD. THICKNESS* 08358 s. a ft. DE1�iSITY: (BOND STRENGTH) Cohesion e Adhesion = Pounds -v Force / Area of Cap Area of C'ap: 0.04 1 scat. ft. Force Reading: 8.5 Lbsf, Bond Strength: 207.0 ibs, Lacation: GL(3.017.5 I Tiun Inspector: B McGowan REQD. DENSITY: 3/4 12249 I 41d&� 15.0 lbs Reqd. Bond Strength: Structural Member: IDAHO WASHINGTON OREGON WYOMIONTANA UTAH NEVAD'A 8/5/98 COLRIC Cvlumu 150.0 lbs Joist i GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 SFRM DENSITY & BOND STRENGTH REPORT REPORT TO: RICKS COLLEGE. PHYSICAL PLANT BLDG Rexburg, ID 83460 DENSITY LOCATION GL E1/7.0 THICKNESS MEASUREMENTS DATE-,, FILE NO-* STRUCTURAL NIEMBER.0 COLRIC AVERAGE THICKNESS: 0.8541667 AREA OF DENSITY SAMPLE: 0.36 sq.. , -ft-, SAMPLE NO..: BOND STRENGTH (BOND STRENGTH Cohesion * Adhesion = Poundso Force 1 Area of Cap Area of Cap: Force Reading:0 Boyd Strength,a Location: 0.041 so. ft. 7 Lbsf. 170.7 Lbs. GL E.2/7.0 IDAHO? * WASHINGTON QD.s THICKiVESS 7/16 DENSITY: 17.267 pcf REQD,6 DENSITY: Reqd. Bond Strength: StructuraI Member,.0 Inspect 0 OREGON WYOMING MONTANA 15 lbs 150 Lbs. Beam B McGowa LATAH 4v NEVADA i GEOTECHNICAL ENG�NEEMNG & MATERIALS TESTING 4460 Kings Way #3, Chuftmk. I daho B3202 208 237-3400 / Fax 208 'e2)37-3449 SFR -M DENSITY & BOND STRENGTH REPORT REPORT TO: RICKS COLLEGE PHI'SICAL PLANT BLDG Rexburg, ID 8.03"460 DENSITY LOCATION GL B.0 na 5.0 THICK'VESS MEASUREMENTS DATE: FILE NO-, STRUCTURAL MEMBER: 1 1 9/16 1 4 1_sus 1 7 1 9f16 f 10 1 9/16 I AVERAGE THICKNESS: 0.573 AREA OF DEVSITY SAMPLE,* 0.36 sa. ft. SAiNIPLE NO.,: BOND STRENGTH (BOND STRENGTH) Cohesion - Adhesion = Pounds • Farce 1 Area of Cad Area of Cap. Force Readinu..: Bund Strength: Location: 0.041 sa. ft. 21 Lbsf. 512.2 Lbs. GL B.O(&,5.0 6/15/98 COLRIC COLUMN REQDe THICKNESS 3(4 +/-.25L DENSITY: 17.22 acf REQDn DENSITY& Reqd. Bond Strength, Structural Member, Inspector: 15 lbs 150 Lbs. Column IR McGowan MONTANA . UTAH a NEVADA i GEOTECHNICAL ENGINEERING & MATEPHALS TESTING 4460 Kings Way 43, Chubbuirk ldc-lho 83202 208 237-3400 Fax 208 3449 SFRM DENSITY & BOND STRENGTH REPORT REPORT TO-. RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg', ID 83460 DENSITY LOCATION GL B.90r,&, 6.0 THICKNESS MEASUREMENTS DATE-. FILE NO' STRUCTURAL MEMBER0 : 3/4 4 ifs 7 10 f 7/8 �_ �i� f _ s f ��g � s � 314 1 11 1 3/a - AVERAGE THICKNESS: 0.885 AREA OF DENSITY SAMPLE: SAMPLE NO.: REODA THICKNESS 3/4 0.36 sa. ft. DENSITY: 18.621 Def (BOND STRENGTH) Cohesion • Adhesion = Pounds - Forge i Area of Cap Area of Cap: Force Reading; Bond Strength: 0 Location. 0.041 sq.jt, 16 Lbsf. 390 Lbs. GL B.0 (a-), 6.0 REQD*, DENSITY: 15 lbs COLRIC COLUMN Reqd. Bond Strength: 150 Lbs. Structural Member: Column Inspector: Rev1'6'w IDAHO * WASHINGTON * OREGON • WYOMING B Me -Gowan MONTANA * UTAH *NEVADA i GEOTECHNICAL ENGfNEERING &MATERIALS TESTING 4460 Kinds Way #3, Chubbuck, lda�,o 83292 208 237-3400 i Fax 208 237-3449 REPORT TO: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, JID 83460 PRO.TECT: Adnunistratloon Building DATE: FILE NO: MATERIAL I KNTSST FOR BES OR COLS 7/p-7/98 COLRIC IDAHO % WASWNGTON * OREGON 0 WYOMING 6 MONTANA Average recorded. Average required_ ■ UTAH * NEVADA *\Wpsl\,Mt-fo.rrn\fireiD.rf.frm. - -8/95 5/8 7/16 i GEOTECHNICAL ENGINEERING & MATERIALS TE TiN 4460 Kings Way .`3, Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 REPORT TO-, Date: 7/8198 RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 SFR-N,l BOND STRENGTH REPORT (BOND STRENGM Cohesion @ Adhesion = Poundso Force J Area of Cap Area of Cap,, Force Reading: Bond Strength.0 Locatione 0.041 sa. ft. 8.0 Lbsf. 195.0 Lbs., GL C.0/3.5 Reqd. Bond Strength: Structural Member: Date: 71819$ (BOND STRENGW Cohesion •Adhesion =Pounds • Force 1 Area of Cap Area of Cap; Farce Reading: Bond Strengthip : Location: 0.041 sa. ft. 7.0 Lbsf. 170.0 Lbs. GL B.017.5 Reqd. Bond Strength: Structural Member: Date: 7/9/98 (BONDSTRENGTH) Cohesion a Adhesion = Pounds qb Force Area ofCap Area of Cap; force Reading: Bond Strength: Location. 0.041.igs ft. ,8.0--Lbsf. 195.0 Lbs. GL F.0/3.5 Reqd., Bond Strength: Structural Member,0 IDAHO ASHI TON a OREGON 4 WYOMiNG FILE- NO : 150 Lbs. 150 Lbs.. Bean 150 Lbs. 4 MONTANA P UTAH ; NEVADA COLRIC a Dates 7/9/98 (BOND STRENGTH) Cohesion • Adhesion = Pounds • Area of Cap: Force Reading; Bond Strength0 ; Location: Force 1 Area of Cap 0.041 Sa. rt. 8.0 LbsE 195.0 Lbs. GL F.0/7.5 Regd. Bond Strength: Structural Member: Dade: 7110/98 (BOiND STREN{G'I'H) Cohesion • Adhesion = Pounds •Fare /Area of Cap Area of Cap.0 Farce Reading: fond Strength: Location.0 0.041 so. ft. 9.0 Lbsf. 220.0 Lbs. GL J.0/S.5 Reqd. Bond Strength: Structural Member. Date: 7114198 (BOND STRENGTH) Cohesion - Adhesion -- Founds •Force 1Area of Cap Area of Cap: Force Reading: Bond Strength. Location. Inspector: 0.041 sm. ft. 1 10.0 Lbsf. 244.0 Lbs-, GL J.5/3.0 Bret McGowan Reqd- Bond Strength: Structural Member: wed b3%. s GE0'15-CHNICAL ENGINEERINC3 & MATERIAL TEST�N iso Lbs., a 150 Lbs. 150 Lbs., Beam WO 4460 Kings Way 13, Chubbuck, Idaho 83202 208 2 N -3400 1 Fax 208 23 7-3449 REPORT TO: RiCKS'COLLEGE PHYSICAI, PLANT BLDG Rexburg, JID 83460 PROJECT: Adrrim*stration Building B-4 THICKNESS OF MATERIAL ON COLUMNS Take 12 measu-mmcnts at e-Ach end of 12" length DATE.- Ij 7/1/98 COLRIC Inspector B McGowan Note.- * Average the Flange Tip measurements separately where Reduced thickness are applied under WID formula. WAN ,ed by . Column: Average Req'd 314 Average Recorded I3116 IDAHO WASHINGT0N - OREGON WYOMING MONTANA - UTAH & NEVADA VK S ECTE HNI AL ENGINEERING & MATERIALS TESTING 4460 Kinds Way 43, Chubbuck, Ida.ho 83202 0 -3400 1 Fax 0 -3449 REPORT TO: RICKS COLLEGE PHYSICAL PLANT BLDG Rexbur.R, ID 83460 PROJECT: Adrrunistration Buildiner B-4 THICKNESS OF NiLATERIAL ON COLUN/INS Take 12 measurements at tach end of 12" length DATE: FILE N0: 7/1/98 COLRIC Inspector B McGowan Nate. *average the Flange Tip measurements separateiy where Reduced thickness ars applied under WID formula, Revie�v�y: Column: Average Req'd 314 Average Recorded 718 IDAHO • WASHINGTON * OREGON 0 WYOMING -0 MONTANA-* UTAH 9 NEVADA.