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Home My WebLink AboutSTRATA - FIELD DENSITY TEST REPORTS - 97-00029 - Ricks College - Administration Buildingi GEOTECHNICAL EN INEERI l & MATERIALS TESTING 4460 Kings Wa , Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 REPORT RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, 183460 PAdministration Buildin FIELD DENSITY QST SPORT Field Method(s) Performed X (N ) ASTM D2922%D3017 .._ (SC) ASTM DI555f2216 i (N ) AASHTO T238/239 ` (SC) AASHTa T191 (N ) = Nuclear Densameter (SC) = Sand Cone Test Location Selected Date and Lab No 9/12/97 971693 9/12'97 97.694 Strata Personnel Gowan _ Contractor Other Location GIL R.0/5.5 GfL P. ❑I6. 5 Applicab- Lab Method X ASTM D698 ASTM D 1 AAS HTO T99 AASHTO-T180 Max Dens (PCF) -126.0 Fuld Dry Density (PCF) ��' $ Mois FG 123.5 7.2 FG 124.7 9 REPORT DATE FILE INVOICEIs Elevation Cod e 9/3d/97 coLRrc 130-970270 Finis ed grade Existing grade Subbase Subgrade FTG = Footing grade + elev = BELOW that elev Ma. eria Descriptions Sand rave 126-0.0 126.0 RevZewed b Percent of Max Density Obtained IDAHO 4, WASHINGTON 4- OREGON d' WYOMING a MONTANA - UTAH - NEVADA Meet Requirement 1=YesjrO=No =Retest OK I 1 Pale i GEOTECHNICAL ENGINEERING &MATERIALS TESTING 446.0 Kam a #3 C h 208 237-3400 / Fax 208, 237-3449 REPORT RICKS COLLEGE PHYSICAL, PLANT BLDG Rexburg, ID 83460 PROJECT: Adm]'Lnistration Building FIELD -MSIR 'QST sT Field Method(s) Performed X (N ) ASTM D2922/D3017 (5C) ASTM D1556/2215 _ (N ) AASHTC1 T238/239 (SC) AASHTO T191 (N ) = Nuclear Densometer (SC) = Sand Cone Test Location(s) Selected by*. Date and Lab No 10/15I97 972108 10/15/97 972109 10/16/97 972110 10/17/97 972111 Strata Personnel B McGowan contractor Other: ApplicableLab Method ASTM D698 X ASTM D1557 AASHTO T99 AASHTO T180 Max Dens (PCF) 122.0 R-EPOR-TDATE: FILE INVOICE Elevation Codes 1t7/20/97 COLRIC 13fl-97x312 FG Finished grade EG ExiLsting grade SB Subbase SGSubgrade FTG = Footing grade B + elev = BELOW that elev Material Descriptions Gravelly sand Field Dry Lab Percent of Meets Density maxiffrum Max Density Location (PCF)Density Elev J.% JECF) Vi- P Retest OK G/L M*5/7w5 BEG 11509 122*0 98 f 5 G/L M*2/7,3 BEG 11-7* 1 122*0 96 10.5 95 G/L M-7/7.8 BEG 120.b8 122.E 99 9.8 95 G/L RaO/508 11BEG 120.5 2 8.05 9S IDAHO ip WASHINGTON OREGONa Page 1 Strata... INC Date and Lai No LocationM, 4 wl Eiev 10l18l'97 G/L Q-0/5.5 I }Bic 972112 10/18/97 G/L x.5/7.8 3'BEG 97113 10/18/97 G/L J.0/7.5 4'BEG 972114 -10/18/97 GSL G.5/3.Q 3'BEG 972115 10/18/97 G/L K. 5/7 . 3 3' SEG 97215 10%18/97 G/L K.8/7.8 2'SEG 972I17 1 Fila Dry Lab Density ��urn (PCF) Density JI.Mo i S ) PCF 119.6 122.0 8*0 121.9 122.0 -121.7 122.0 119.4 -122 .01 11-b 8 122.0 8.3 Rev/.zewed. R a T a EOTECHMCAL ENGINEERING 5 MATERIALS T!ETJNG INVOICE : 130-970312 Percent -c 03, ee s Max Density Requirement Obtained1-yesro=No (Reau'red�RP 98 =Retest OK 100 95 100 r� GEOTECHNICAL ENGlrilEEi3ftUG & MATEREALS 7E5TiN3 4460 Kings Way 13, D�Ubbuck,, Idaho 83202 208 237-34001 Fax SOS 237-3449 REPORT RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 PROJECT. Adm.Lnistration Building FIEF DEQ<T S T' '' 'FEST ,F. -DORS' Field Method(s) Performed X (N ) ASTM D2922/D3017 (5C) ,STM D1556/2215 (N ) AASHTp T23$/239 {SC} AASHTO TI91 (N ) = nuclear Densometer {5C} = Sand Cone Test Lt ion . 61 Date and Lab No 1oI14/97 972106 l0/14/97 9?21D7 X Strata Personnel Contractor Other, Location - E lev G/L *5/3.0 21BEG GIL Poo/5.5 1'BEG i Applicable Lab Method ASTM D598 X ASTM D4253/D4254 A.ASHTO T99 AASHTO T180 Max Dens (PCF) 144.4 Field Dry Density (PCF) % MQis 138# 908 139.0 1.1 IDAHO a WASHINGTON a OREGON w WYOMING . Min Dens (PCF) 126* Lab Max/Min Density PCF 144-4/126.0 1449 4/126,0 evied IP REPORTDATE: FILE INVOICE O t Ion Codes. lfl%20/97 CE}LRIC 130-9iQ3I2 Finished grade EG = Existing Subbase FTG = Footing grade = BELOW that elev Materialtions Pit Run Percent of Max Density Obtained (RequirecAAX MONTANA 4 UTAH # NEVADA 1 70 Meet Requirement K gage 1 t PORT T PROJECT: GEOTECHNICAL ENGINEERING & MATERIALS T��7 U 44+60 Kies Way #3, Ghubbuck, Idaho 8320 208 237-3400 1 Fax 248 237-449 RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 -Lrat ionaLung FIELD E N I Y TEST REPORT Field Method(s) Performed X {N ) ASTM D2922/n3017 (5C) ASTM DI556/22I6 (N ) AASHTO T238%239 (SC) A.ASHT(? T191 (N ) = Nuclear Densometer (SC) = Sand Cone Test Location(s) Seiected 9/15%97 97928 9/15/97 97192 9/15/97 971930 9/16,197 971931 X Strata Personnel McGowan Contractor Other* Loc at ion Gfz x.5I6.5 G/JJ S r J/5 a G/L S.015.9 GSL s.7/5.a Applicable ASTM D698 X ASTM D1557 AASHTO T99 AASHT0 T180 Max Dens (PCF) 126.0 140 -b Field Dry Density (PCF) Elev (% mois) FG 12301 6.1 FG 123; 5*8 137 _1 137.9 e7 REPORT DATE. FILE N: INVOICE Elevation Codes 1D/9/97 Cf?LRIC 130--970292 FG = F1'nished grade ExJ-sting grade Subbase Subgrade FTG � Footi'ng Footinggrade B + elev � BELOW that elev Material i.ons Pit Run Pit Run Lab Max Density ,(PCF)_ 10 12 0 140* 140$4 Pe.rcentf Density Obtained .(Rea.uLied IDAHO * WASHINGTON # OREGON * G d'G -P MONTANA 0, UTAH * NEVADA Meets Requirement 1=Yes,0=No P=Retest OK I 1 kj— age I Strata, INC Date 611�1 Lab X10 Location. Field Dry Density fp0p) Elev (% Moir ) Lab Maximum �ensity .(PC INVOICE I 130-970292 Percent of Max Density obta.inei _(Required) 9/30/97 L S.019.1 3'BRG 127_1 140.4 91 -1932 3 s 98 9/30/97 L -1 2BRG 126-6 -140.4 90 971933 4.2 90 10/1/97 G/L S -5/8w5 3BRG 137.1 140 97193A 4.1 98 10/1/97 L S *4/8.8 2 1 BRG 137.9 140*4 98 971935 3e8 10/2/97 ITBFG 137. 6 14094 98 971919 448 95 10/2/97G/L So5/7 45 11 137w8 140.4 98 971920 4A 95 10/2/97 G/L S.S/7o5 3611BFG134 f 4 95 971921 3.9 95 10/2/97 G/L * { * 1 44"BFG 135.0 140.4 96 971922 3.7 95 10/2/97 if 971923 10/2/97 " BFG 133.7 140.4 95 971924 4.6 95 w 10/2/97 G/L S. 5/7.5 971925 F 119.9 o r i G.-EOTI�,CHN[CAL ENGINEERING & MATESIALS TESTING Meet Requ-irement Yes =o =Retest OK 0 I 1 0 I I I I I Strata, INC Date and Lab Na Location Field Dry Density (PCF) Elev Mois Lab Maxum Density PCS INVOICE : 130-970292 Percent of Max Density Obtained _tRequired ) 10/3/97 L .#1 rB 109,08 12260 90 971936 8.6 90 10/3/97 G/L S*S/9-1 2 'BRG 11009 122 d, 0 91 971937 8.4 95 T R a i GECTECHNI AL ENGMEERING & MATERIALS TESTING Meets I=Yes, O=No RP=Retest OK 1 age r� G EOTE H 1 A� ENGINEERING S MATERIALS TESTING 4460 Kings Way#Q. Chubbuck, Idaho 83202 208 237-3400 Fax 208 7-3449 REPORT TO: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 PROJECT: Administration Building FIELD DENSITY TEST SPORT Meld Method(s) Performed X cN 3 ASTM D2922eD3017 _ (ic) ASTM n1555/2216 (N ) AA5HT0 T238/239 (SC) AASHT0 T191 (N ) = Nuclear Densometer (SC) = Sand Cone Test Location() Selected X Strati Personnel McGowan Contractor Other. AppliAc-abigE.!! Lab Method ASTM ASTM D1557 AASHTO T99 AASHTO T180 Max Dens (PCF) 125.a REPORT DATE L i INVOICE Elevatl'-on Codes 1d/3/97 CC)LRIC 130-970301 FG Fin-L'shed grade EG Existing grade SB A- Subbase FTG _ Footing a d el.ev = BELOW that elev Sandy gravel Date F-l"'eld Dry Lab Percent of and Density Maxum Max Density Lab No Location Elev (PCF) Density aired t%- mol's PCSRequired) 10/6/97 G/L Pv5/7*5 3'BEG 123-w5 126.0 97203 95 10/6/97 G/L S*5/708 2 'BEG 121.0 -126*0 9,72034 8.01 96 95 10/7/97 G/L R*4/8*7 2'BEG 122.'2 126*0 972035 9.1 95 10/7/97 G/L Q.3/7.2 2'BEG 123*5 126.0 OQ 972036 -70 9.5 95 DAHO * WASHINGTON is OREGON 0 WYOMING a MONTANA a STH - NEVADA Meets Requirement 1=Ye , = o RP=R,etest OK 1 I 1 a 9�rata, INC Dati and Lab Na Location Elegy 1.0%7I97 G/L R.0/7.3 3'BEG 972037 10/7/97 GSL P-5/8.9 x'gEG 92038 10/7/ 97 972039 10/7/97 972040 G/L P.D/$45 G/L s.5I7.5 Field nay 1 Density (PCF) % Mais 1v 10,2 EG d. INVOICE 130-970301 Max I lum Marc Density Requirement Density Obtained 1-Yes,0-No ECFlRequiLred)RP=Retest DK 126.0 98 95 26m0 95 95 Revi 1 --m iRa —1 a EOTECHNIGA.L ENGtNEERMG & MATERIALS TESTING 9 i MESON GEOTECHNICAL ENGINEERING & MATERIALS TESTING 446011Way,43, Chubbuck, Idaho 83202 208 -3400 Fax 208 237'3449 REPORT TO. RICKS COLLEGE PHYSICAL PLANT BLD REXBURG, ID 83460 PROJECT: ADMINISTRATION BUILDING FIEF DENS ITEST REPORT Field Method(s) Performed X (N ) ASTM n2922/n3017 _ (SC) ASTM D1556I2216 _ (N ) AASHTO T238/239 (5C) AASHTO T191 (N ) = nuclear Densometer (SC) = Sand Cine Test Location(s)Se(s) Sele Date and Lab No 10/20/97 972201 10/20/97 972,202 10/20/97 972203 1a/21/97 97220 X Strati: Personnel IB McGowan Contractor Other; Location. G/L K*S/7,8 C/L H. 5/7. 5 G/L G. 5/8. 5 G/L K . 6f 7. 6 IDAHO -5 WASHINGTON Eley 'BEG 'BEG Applicable Lab Method _ ASTIR D698 ASTMD1557 _ AASHTO T99 AASHTO T180 Max Dens (PGF} 128.5 Field Dry Density (PCF) � Mais .) 123_4 8.0 124. 901 EG . 4 OREGON * WYOMING v REPORT DATE FILE INVOICE NO: Elevation Code 1Q/29/97 COLRIC 130-970312 FG = Finished grade Existing grade SB = Subbase SG = Subgrade FTG = Footing grade + elev = BELOW that elev Material Descrit ions Gravely l sand 128.5 8.5 128* 128.5 MONTANA Percent of Max Density Obtained (Re slu 'r A UTAH -a NEVADA Meets Requirement 1=Yes,O=No RP - Retest OK 1 I I I Strata r INC Date and Lab No Lo 10/21/97 G/L J.5/8.5 1'BEG 972205 10/21/97 G/L J. 5/7.2 1'SEG 97205 1C/22/97 972207 to/z2/97 9i22t]8 1OJ23/97 972209 1a/23/97 972210 G/L H45/7.3 G/L H.2/5.4 G/L G-5/3.0 f Field Dry .- Density (PCF) iL-M-ois 1-23.5 122.1 1-5 EG -126.0 . BEG 124 -1-w 123. 909 INVOICE : 1 + - 7 0312 LabPercent of Meet Max =0,um Max Density Requiremerlt, Density t�"1=Uj�� re�d RP=Retest OK 28.5 96 95 18.5 95 128.5 98 95 28*S 99 95 128 95 128,5 96 95 701 r Pale i GEQTECHNICAL ENGINEERING & MATERIALS TESTING 4450 Kings Way .4Q, Chubbuck, id-alft $3202 208 237-3400 r Fax zq� JJT-�JJJI PORT T; RICKS COLLEGE PHYSICAL PLANT BLDG REXBURG, ID 83460 PADMINISTRATION BUILDING Field Method(s) Performed X (N ) ASTM n2922rD3017 (SC) ASTM'?' D3555/2216 or (N ) AASHTQ T238/239 (SC) AASHTO T191 (N ) = Nuclear Densvmeter (SC) = Sand done Test Location(s) Se Strata Personnel B McGowan Contractor Ot her I DENSITY TEST REPORT Applicable Lab Method ASPM D698 X ASTM D1557 AASHTO T99 AASHTO T180 Max Dens (PCF) 12$.5 i REPORT DAT FILE INVOICE Elevation Codes 1Q/29/97 COLRIC 13d-970347 FG F-Lnj'-shed grade EG Existing grade SB Subbase SG Subgrade FTG Footing grade + elev = BELOW that elev Material Descriptions Gravely`sand Date Field Dry Lab Percent Density ��+y�J u mum Max Density Lab No Location (PCF) Dens Obtained ElevE- iPCF) (Require 10/27/97 G/L 5/3.0 BEG 123.4 128.5 96 972342 9.2 9510/27/97 -G/L J-5/3-5 f BEG 124.6 128.5 972343 10.1 95 10/28/97 G/L HoO/5*5 972344 2 BEG 122.1 1289, 9,b8 95 10/28/97 G/L H*5/2-5 f BEG 127.2 8* 199 972345 8.5 95 10/28/97 *5/5.6 FTG 125.9 128 972346 901 110 95 IDAHO -b WASH[NGTON 0 OREGON -6 WYOWNG 0 MONTANA Meets qu'emt I=Yes, - P=Retest OK 1 I 1 1 Fags . Stmt E INC Date d. Lab No, Lccata"-on Elev X0/28/97 G/L J.5/3.0 2'sEG 97347 10/28/97 G/L J. 5/5.0 2' BEG 972348 1130/97 G/L J.5/2,5 1'BEG 37349 10/30%97 G/L G.5/5.5 I'gEG 972350 10l30l97 G/L x.5/4.5 z=sEc 972351 10/30/97 G/L K.0/5.7 'SEG 972352 10/31/97 G/L H. 5/3.5 912353 10/31/97 G/L Go5/2o5 972354 14/31r97 Grp G,3/5.5 92355 10/31/97 G/L K.0/2.5 972356 Field Dry Lab Density Maximum (pCF) i3ensity % Mois) (PCF 126.2 -128.5 8.5 124A 1-28.5 8.9 1,25*9 128 8.96 124.1 12.5 8.6 126.3 128.5 1#1 1 a 128.5 10.1 FG 124. 1 8-00 EG 125.9 128 9.3 EG 1 128.5 iew S T r a -w-" a 'E0TrzcHN1A1- ENGINEERHNG & MATEPIALS TESTING INVOICE : 130-970347 Percent of Meets Max Density Requirement obtained 1=YeS,0=N.o jatguired)RP=Retest OK 198 Page i S. FR EOTEC NtCAL ENGINEERING & MATERIALS TESTING 4460 Kings Way f"'3, h'db buc , IdaMo 83202 208 237-3400 Fax 208 237-3449 REPORT TO: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 PROJECT: Administration Bu _ U � ng FIE DENSITY TEST REPORTI Field Method(s) Performed X (N) ASTM D2922/D3017 (SC) ASTM! D1555/2216 (N ) AA,SHTQ T238/239 (SC) AAsxTa T191 (N ) = Nuclear Densnmeter (5C) = Sand Cane Applicable Lab Method ASTM D698 X ASTM D1557 AAS HTO T99 AASHTO T180 REPORT DATE FILE INVOICE10 Elevati*on Codes 12/1/97 C[7LR I C s3o—g7o371 iF3'.,n2'_shed grade EG Exi'sting grade SB Subbase SG Subgrade FTG Footing grade + elev = BELOW that Test Ltlon(s) Selected byo Max Dens Miter ll i ions X Strata Personnel (PCF) 128.5 Pit B McGowan contractor Other. Date Field D-ry Lab Percent of Meets and Dens.ity Maxum Max D-ensity Requirement Lab No Location ( PCF Density dined Elev (% MONS) L�CF 11/19/97 G/L E98/308 3'BSG 123,w 4 (ReS[2iredl RP=Retest_0K 972694 8.2 128o5 98 95 11/19/97 L -9/309972695 2' BSG 8.5 97 8.5 95 11/20/97 G/L E93/3-4 2'BSG 122.0 12895 972696 9.1 95 95 11/20/97 L E o ' BSG 80972697 8.59 9695IDAHO WASHINGTON OREGON WYOMING MONTANA UTAH WEVADA Page Strata, INC Date and dab No Location 11/20/97 G/L x.6/3,6 97298 Eley Field Dry Density (PCF) (%- Mois L au Density pct 128.5 Reviewed by GEOTECHNICAL ENGINEERING A MATERIALS TESTING INVOICE: 130-970371 Percent. of Max Density Obtained J�Z e Dred Meet Requ-i.rt 1= Yes,O=No `=Retest OK morAIFF-M rZ GEOTECHNICAL ENGINEERING TEMAL TESTING 4460 Kings ay,*'3, Chubbuzck, Idaho 83.202 208 237-3400 Fax 208 237-3449 REPORT RICKS COLLEGE PHYSICAL PLAN' BLDG Rexburg, ID 83460 Administration Bul'lding FIELD DENSIS TEST REPORT Field Method{s} Performed X {N ) ASTM D2922/D3017 (SC) ASTM D1556/2215 _ (N ) PsA5HTc7 T238/239 (5C) AASHTO T393 (N } = Nuclear Densometer (SC) = Sand Cone Applicable Lab Method _ ASTM X ASTM _ AASHTO T99 AASHTO T180 REPORT DATE: FILE INVOICE Elevation Codes 411/98 COLR3C 13o-9s0oa3 leo-9so1o1 Finished grade Existing grade Subbase SG = Subgrade FTG = Footing grade BELOW that Test Locatil-on(s) Selected by: Max Den " X Strata Personnel (PCF) B 128 . Gravel r -1Sand weLL railed Contractor - . Other. Date Yield Dry Lab Percent of Meets Density Max"(PCF) Requirement: 1= , CF 3/27/98 G/L A.5/3.0 2'BSGjL_j lRequiredY. RP�Retest ox 980 -14.4 128.b5 89 RP e, . 3/27/98 LA -2/3,,2t 980 BSG 1 28. ,90 RP 8.w6 95 3/30/98 G/L A*5/360 2'3sG 12-1.9 980238 (Re-Test#980195)9*3 1 95 3/30/98 L r 980239(Re—Test #980196 5 8.6 95 IDAHO 0 VVASHINGTON v OREGON a- WYOMING a MONTANA * UTAH 0 NEVADA Page I '# Strata, I1jC6 �r Date. and Lai 3/30/98 980240 3I30/98 98241 3/34/98 980242 Loc at 'lon G/L A.5/3.8 G/L A.5/3.0 GSL A.9i2.6 u Field Dry Density (PCF) Elev (% Mois 1'BSG 1-29.0 10.1 SG -129.0 . SG 126e4 .41 Lab Percent of Maxi.mum Max Density Density Obtained (PCFjRa2gL_tredj 133.0 97 95 Meets Recruirement a- 1==Yes, O=No RP=Retest OK I 1 Rev-.Ldewed s T R a 7 a Page GEOTECHNICAL ENGMeEMNG O MATIERIALS TESTING 4460 Kings Way, Chijbbuck, ado 83202 208 237-3400 / Fdax 208 237-3449 P ORT T . . RICKS Phys IP Plant Bldg Rexburg, 183460 PROJECT: Administration Building FIELD DENSITY TEST REPORT Field Method(s) Performed (N ) ASTM D2922fD3017 (SC) ASTM F31556/2215 (N ) AASHTO T238/239 (SC) AAsHTo T19I (N ) = Nuclear Densometer (SC) = Sand Cane Applicable Lab Method ASTM D698 X ASTM D 1 5 AASHTO T' AASHTO T180 REPORT DATE* FILE INVOICE Elevation Codes 4r17/9$ COLRIC 13o-gs0111 F1'nished grade Exist* ng grade Subbase .. 'T = Foot grad elev = BELOW that Test Lt' Selected Max Dens Material Descriptaons X Strata Personnel (PCF) B McGowan A 133s.0 Gravelly sand Contractor Date Field Dry Lab Percent of Meets and Density Max ILMUM Maxit gement Lab No Location (PCF) Densi-ty obtained 1= Elev (% m0i (PCF) aired) RP=Retest OK 4/6/98 G/L Bo5/3*0 FG 125-vO 133*0 980258 7.1 94 P 95 ,4/6/98 G/L C-5/3.0 FG 118.4 133.0 802 95 4/6/98 G/L B,8/2.*3 l'BFG 121.1 133.0 4/6/98 G/L B-5/3.0 FG 13-1.7 13360 99 980261 -Test #980258) JDAHO - WASHINGTON & OREGON -w WYOMING - MONTANA * UTAH -6 NEVADA page I '.,, INC INVOICE NO: 130---980111 Date and Lab No Location Field Dry Lab Density Maximum (PCF) Density Elev M0 -Is Percent of Max Density Obtained I� uIrej Meets Requirement 1=Yes,Q=No 11=letes-t P 4/5/58 G/L e.5/3.O FG 129.0 X33.0 97 1 980262 (Re -Test #980259) 5-9 95 4I5/98 G/L B. 8/2.3 1'SFG 12.4 133.D 92 RP '980253 (Re -Test #98026,0) 4.9 35 4/E/98 G/L B.8/2.3 1'BF+G 125.4 133.0 95 1 90254 (Re -Test #980263) 5,2 95 Revj i R a 7 EOTECHNI AL EN IN° ER I a MATEn IALS TE T1NG