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Home My WebLink AboutSTRATA REPORTS - 98-00003 - Ricks College Women's Dorm - Remodels EETECHNIC ` ENGINEERING & MATERIALS TESTING X460 Kings Way -03, .hubbu6 , Idaho 83202 208 237-3400 Fax 208 237-3449 REPORT T: RICKS COLLEGE Physical Plant Bldg Rexburg, ID 83460 R ' : miniSt ` ion i"Odin Field Methods ) Performed X err ) ASTM D2922/D3017 (SC) ASTM DI555I2216 (N ) AASHT0 T238/239 M (SC) AASHTC? T191 Nuc l ear11 (SC) Sand Cone Test Location(s) Selected b Date and Lab No 713org8 981612 7I3o198 981614 X Straw Personnel McGowan o n _ �.� a c tAw o jp- der Location DententionIt 201N 30'E of SW Corner of vault + . nionVault; 20's & 201E of NW corner of vault Dentention. vault center of driveway, 2001W of NW corner of It FIEF DENSI STSPORT Applicable Lab Method ASTM D698 ASTM D155-7 AASHT 1 - AAT AASHTO T180 Max Dens (PCF) 1Q4.5 REPORT DATEww FILE NO: INVOICE �_ t j- Codes 85/98 COLRIC 130--980322 FJnished grade Existing grade Subbase Subgrade F� = Footing grade l that elev Material Descr ipt iona Borrow Field D-ry Lab rercent of Max um Max Density (PCF) DeObtained Elev (% M(PCF) (Reauired') 140.6 140*5 100 *. 95 2'BFG 140.4 140#5 100 2.9 95 FB 1-34.9 140 3.2 95 V 11 �IDHQ WASHINGTON OREGON WYOMING 10ONT NA UTAH N,' --VADA Meet Requirement 1=Yes , =N RP=Retest OK I i a � a GEOTECHNICAL ENGINEERIN IATERiAL TESTING 4460 Kings Wa, Ch,ubburk, lda�o 83202 208 237-3400 / Fax 208 237-3449 Report to: RACKS CaLLEGE Physical Plant Bldg Rxbux'g, ID $3400 Project: Administration i l i. Contractor; Mickelson & Sons Structure: - Veneer jot � 5 a Reported Mix No. ...Spec mix Cement/Lime-n/r cementgip. Admixtures. . n/r MATERIALS AND MIX DATA Mortar Sulger.a0*6 Method of Mixing*.�. Report 'WO-ol a4-:........, 98 F-lNo.....COLRTC Invoice No..130-980299 mix site N/A .-. well Required strength, psi 3 day...... 1800 +!!F �� ^ �r �� : �F � _ : � _ _ ai a � a �f a� �� -�� _ : � �' � � +�� i �- -i •moi iii �W _ : _ � � _ _ � � �! � �� ! �F � � !! � � ! i- � i< i �i iR ii �f i�i� ii ii i• i i i ��- i° -iii i ii i ii i FIELD TEST DATA Flow, i ,.&.. - ASTM -109 Time Ba ......... : P Al.r cont, ASTM C-231) Mortar Temp 60 Air Temp,QF 88 Mortar Sample., tested Cube Curing (ASTM -780 Cubes Cast ASPM 0-109 Field Cure, # . . * . 1 Date Cast.. 7/16/98 @ Temp Range, 0'F0*'*.k*60-80 Time * # 4 :15 PM Lab cure f ions* By B McGowan Date ved+ # . . . # .7/17/98 LABORATORY TEST DATA Sample ,,.,,, 980208 TMC -780) Cube I Cube Dimensions Width l Width (inches) 2,00 2.00 Total Load (lbs) Review 0 IDAHO a WASHINGTON # C RECON - WYOMING o MONTANA Date Tested 7/z.J /98 8/x.3/98 8/3.3/98 Age comp Tested r (days) (psi) UTAH * NEVADA 1760 28 0 28 0 ,or GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way .#, 'U"hu'Obuck. Idaho B3202 208 237-3400 / Fax 208 237-3449 -0. 'Z04 V;11 Report to: RACKS COLLEGE Physical Plant Bldg Rxburg, ID $360 Prop t # Administration Building Contractor: Mickelson & Sons Brick Veneer Location:— GL ..5/5.0 level I Reported by B McGowan Mix No. ....Spec mix Cement/Lime.n/r Cement type.n/r Admixtures. . n/r MATERIALS AND MIX DATA Mortar upp l i . Method of Mixing.... Age' Source.......... Water Source....**.. Report .... Date -0 q * * W f * # 8/5/'x'8 F 1e No -M#&.. COLRT Invoice ..-980299 P;� i Job site N/A C,L'ty well Required strength, psi 28 day.... 1800 FIELD TEST DATA Flow{ in.... - (ASTM -109) Time Batched.##......1 # M Air Cont, ASTM C-231) Mortar Temp 62 Air Temp, O F 82 Mortar Sampled, tested Cube Curing ASTMC-780) Cubes Cast C-109) i Cure, days . a@* 9 1 Date 7 @ Temp Range, O **.**60 80 ' X0 : 40 AM Lab cure from: ..B McGowan Date Received........7/25/98 LABORATORY `BEST DATA Sample No,..,. 980211 ASTM C--7803 Cube I .11 1 980211C Cube D amens ions 'I". dt h 1 Width 2 (1.nches) (inches) Z. 00 2v00 X -Sec Area (sq in) 4900 0.00 0,600 Total Load (Ibs) 5760 .i ewe Date Tested 7/31/98. 8/21/98 8/21/98 Age comp Tested Str (days) (psi) IDAHO # WASHINGTON # OREGON a WYOMING ; MONTANA * UTAH * NEVADA 1 440 28 0 28 0 s GEOTECHNICAL ENGINEERING & MATERIALS TESTING a 4460 Kings Way , Chubbuck, Idaho 83202 208 -3400 Fax 208 237-3449 REPORT TO BLOCK TYPE,0 Location: Specimen I& szoCx TEST REPORT (.ASTM C-140) RICKS COLLEGE Physical Pant Bldg Rexburg, Iia 83460 quarry Stone Old Gym Quarry 980199B Sport' 9801990 DI ONS Length.,, 10.25 8.75 8.50 ii: 51.004 -*75 Height., 5.50 500 Area, � 27 *5 23-75 COMPRESSI STRENGTH 2910 750 1960 FILA D INVOICE NC3.: CQLRIC ATE: 7/21/98 NO,: DATE PEC f D# 7/10/98 DATE TESTED0. 7/10/98 IDAHO i WASHINGTON * OREGON * WYOMING a MONTANA # UTAH -m NEVADA r AW 7446 LBMM k'e!� Soiu, JCZro 83709 Prciec:tu. Teansile ;Strength CH R'CJ(s College Fide: COLRIC Date-, 7123198 0e+_- Rock vvjtjj st. i In ter: Rt�d was t3ftf?d 'U BxTS Of MCk reqi]1r[i'#g Pr9pafati4n for te5f1tIg- Rock was saw cyst on we side to be 90 degrees with nod and the other side was caPped Rush with Me saw cwt long rng cement An ani�hread god �h �- pp�g �lng was attached to the epoxied gad tc extend length to 3110wa- wad to pull, the rod out white jT0tdjjT� the .�c ra�in place on the ijNemide i0f the fQstirkg mac3iOaten.ne The r17d Pulled OI.'t of the rt3Gk 2t 1125 Pfor-ce. The epoxy pulled Out Witil the rC4 Tame:: by: 7ed Claw9es Alt -thread acid .vupf3n�: 3.05 P�eParatian time 2.5 hogs a $,3a.00 60-0() Tinlus Olsen 771me-- .25 houm @ $65.00 1$.25 R&R .2� hcu;'s 6 �.Gfl 11.50 'C N i 'r WASH? Total_ $19 0.80 0N7` W U 7 0 EVA13 N TOTAL F. 01 E T17ISI I AL ENGINEERING & MATEMALS TE TIN 4460 Kings Way Chubbuck, Id ho.3202 208a 0 / Fax 208 7-3449 July 29, 1998 Mr. Lloyd Benson RICKS COLLEGE Physical Plant Bldg. Rexburg, Idaho 53406 Mr. Benson, Approximately 2 weeks age a structural steel hunch list was drafted. Enclosed is a copy of that original draft, also enclosed is a copy of daily inspection reports dated X125198, 7/27,/98 and 7128198 listing items from that punch lisp that have been competed. The following items have yet to be completed ... Items No. 1.} South Stairwell: Overhead welds an ledger, angle missing rr, roof elevation. 4.) GL K.0/5.0 3/4"' Bolts need replaced with 718'' for column connection @ roof elevation.. S.} Level two GL K.5/8.0, missing TElti bolts for platewelded to crass 'braces. 9.} Level two, mi.ssimg crops braces past and gest side of concrete mall on GL 7.0 from GL M. 0 to 5. 0; west side of wall GL 2. 5; east and west side of wall GL 5. 0. 11.) Lone GL A.0 to B.0 on GL 2.0 & 9.0, missing angle brace Barn steel column to tube steel of eyebrow as per strucural engineer drawing. 18.) Level one GL 3. 0 to 4. 0 on �`rL to T. 0 & GL N. 0 embeds for knife plate either missing or out of afignment. Z0.} All stairways, bottom of stairway not anchored to concrete. 21.) Level two GL 2.0 to 6.0 on GL M.0 weld length and. spacing incoirrect seam welds on pour shop. 2 3 . } Level two GL x. 4/6. 0 bearing plate and joist only h ave 2. S incnes ai: Tuearilng. 26.} Level two GL TO ledge angle embeds either missing orin wrong location Therefore plans.,- welding is not per Level two GL 6. 0 to 7. 0 on SGL D. D & L. 0 eyebrow a roof elevation. Has not been completely welded or belts torqued_ I DAH 0 *WASHINGTON * OREGON I 0 WYOMING Respectfully Subrmtte ), CE Area Manager * MONTANA* T SI * NEVADA