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Home My WebLink AboutSTRATA MULT DOCS - 95-00019 - Ricks College (BYUI) - Taylor Buildingi l�7CH I CAL �NGINEERING & MATE R R L TE I IN 4460 Kings Way R3, Ghubbuck; Itlaha BYu� 208 2373400 1 Fax 208 2373449 MOISTURE DENSITY RELATIONSHIP TEST REPORT TO RICKS COLLECE MPORT DATE Physical Pant Sldg. INVOICE NO. 3-96Q445 Rexburg, zI3 $3460 FELE NO. P95006 PROJECT Religion & Humanities LAB Nfl. 964471 DATE SAMPLED 11/19/96 TEST BY JM LOCATION SAMPLED Stockpile on site _ VISUAL DESCRIPTION OF MATERIAL Silt w/ 2ravel TEST STANDARD ASTM D1557 SPECIFIC GRAVITY 2.6 METHOD A assumed X tested SIEVE DATA DENSITY DATA Screen Pct Passing Tested Corr'd 3/4" 99 MAXIMUM DENSITY r pcf 120.0 NA 3/811 OPTIMUM MOISTURE, pct 10-00 NPS No. 4 78 OVERSIZE SPECIFIC GRAVITY NA 130.0 125.0 MOISTURE DENSITY CURVE 115.0 1 10.0 6.0 7.0 ■ Data Points 9.0 10.0 11.0 12.0 Moisture Content, i o MAX DENSITY m4wowt. 13.0 14.0 15.0 100% Saturation Rev iewe d b 6 IDAHO a WASHINGTON a OREGON a WYOMING * MONTANA . UTAH * NEVADA 16.0 1 GEOTECHNICAL ENUINEERING & MATERIALS TESTING 4460 Kings Way #31 Chubbuck, Idaho 83202 0 237-3400 / Fax 208 237-3449 REPORT T0: RICKS COLLEGE �X�SICAL �CI�N0� DLDO REXBURG I D 8 3 4 6 0 PROJECT: Religion and Humanities Bldg DATE: SHEET: INVOICE; IN-PLACE DENSITY TEST Test Method: (N) Nuclear Densometer X (S). Sand Cone ASTM D2922/D3017 X AASHTO T238/T239 ASTM D1556/D2216 AASHTO T191 Test Locations IMT Personnel Contractor Selected by: X Your Other Personnel Project Specifications: Minimum Percent Compaction 95°s (MD) Maximum Density, pcf (1) 134w5_ (2) (3) Visual Description Soil Gravely sand ASTM D698 ASTM D1557 X AASHTO T9 9 AASHTO T180 Test results which da not meet the minimum requirements are " RP" after underlined test results indicate that additional effort has been applied and has been retested with results minimum requirements. Elevations: 'fest Results Date of Test and Lab Na . FB = Finished EG = existing FTG= Footing Location 4/1/96 Backfill 960530 Grid Line 10-P 4/1/96 Backfill 960531 Grid Line 12-L Base SB = Subbase Grade AC = Asphalt Concrete Grade SG Subgrade B preceding elevation i.e. 41BSG) Elevation m Field Moisture Content Percent 3.3 5. 2 Field Dry Density 2cf 128.4 115. 2 IDAHO # WASHINGTON @ O F O * WYOMING a MONTANA a UTAH underlined . compact i re meeting the designates below MD Number NEVADA 1 1 Percent of Maximum Density 4bta ined 95.5 mpro Wo. :R 84D PROJECT: Test Results Date of Test and Laub No . RTCK8 CO LLEGE PHYSICAL SCIENCE BLDG �� Religion and Humanities Bldg Location Field Moisture Content Elevation percent 4/1/96 Backfill FB 96053.2 Grid Line 12-L. (Re -Test # 960531) 411/96 960533 4/1/96 960534 Backfill Grid Line K.5-11 Backfill Grid Line K. 5-12 4/1/96 Backfill 960535 Grid Line K.5-12 (Re -Test #960534) 3 0 Backfill Grid Line M- 13 4/3/96 Religious 960562 Classroom #105 10'N & 12'W of SE corner 4/3/96 Religious 960563 Classroom #106 10'N & 5'W of SE corner 4/3/96 Hallway 9 G 073 G 4 bqctween StUiz & Rm #114 4/3/96 Stairwell 960565 between Hall & Rm #115 4/3/96 Stairwell 960565 between Hall & Rm #115 l'BFG 1'BFG 1'BFG 1'BFG SG 6"BSG 1"BSG 6"BSG 3.9 3. 3 5.6 6.1 5.2 8.0 :fit] 6. 3 DATE: FILE: INVOICE: Field Dry Density pcf 127.8 130.1 125.4 13 0. 9 132,90 131. 1 127.8 127.8 129.9 129.9 4)9)96 P96006 3-960094 MT) Number 1 1 1 1 1 11 1 1 Percent of Maximums Denslfy Obtained 9 6. 7 93.2 RP 97.3 9 8. 1 97.5 954,0 95.0 96.6 9 6. 6 REPORT TO: PROJECT: Test Results Dates of 'Fest and Lab No. RICK5 COLLEGE PHYSICAL SCIENCE BLDG REXBURG, ID 83460 and HumanitiReligion es Bldg Location Field Moisture Content Elevation Per -cent DATE: FILE: SHEET: INVOICE! Field Dry Density C 4/3/96 Hallway #179 1"BSG 5.8 124.4 960566 between Rm #176 & Rm #177 4/3/96 Materials 3 BSG 10. 1 127-s9 960567 Center Rm. #114 5'S & 5'W of NE corner MD Number 11 Percent of Maximum Density obtained 92.5 RP 1 95. 1 4/3/96 Materials 1"BSG 9.0 130.2 1 96. 8 960568 Center Rm. #114 5'N & 5`E of SW corner 4/3/96 Materials SG 7. 6 129.6 1 96.4 960569 Center Rm. #114 Center 4/3/96 Storage Rm. SG 6-w5 127.8 1 95.0 960570 #180 B Center 4/3/96 Religion 2'BSG 4. 9 127.8 1 95. 1 960571 Class Rm. #100 5'S & 5'E of NW corner 4/3/96 Religion 6"BSG 4,65 129.7 1 96.4 960572 Class Rm. #100 5'N & 5'W of SE corner 4/3J76 R�ligior. 960573 Class Rm,,. #100 Center 4/3/96 Clubs & Storage SG 8.1 131.9 1 98.1 960574 Rm. #110 5'N & 10'W of SE corner T R & i ® fiE HNIGAL E GINEERLNG S MATrzkIALS TESTING REPORT T0: PROJECT 0 RICKS COLLEGE PHYSICAL SCIENCE BLDG REXBURG, ID 83460 Religion and Humanities IF DATE: FILE: SHEET: INVOICE: 4/9/96 P96006 4 3-960074W, mw W dw - Test Results Date of Field Field Percent of Test Moisture Dry Maximum and Content Density MD Density Lab No. Location Elevation Percent pCf Number Obtained 4/3196 Conference Rm. SG 8.5 127.9 i 95.1 960575 Rm. #111 Center 4/3/96 Religion SG 3.9 131.7 1 97.9 960576 Class Rm. #160 2'N & 2'E of SW corner 4/3/96 Religion SG 3.7 125.4 1 93.2 RP 960577 Class Rm,,. #160 2'E & 2'S of NW corner 4/3/96 Religion SG 3.2 127. 3 1 94. 6 RP 9605.78 Class Rm. #160 Center 4/3/96 Hallway #113 sc 4.3 129.0 1 95.9 960579 between Rm. #110 & #114 4/5/96 Conference Rm. SG 3.3 134.3 1 99-09 960580 Rm. #111 Center (Re -Test #960575) 4/5/96 Materials SG 6.1 131.4 1 97.7 960581 Center Rm. #114 2'E & 4'S of NW corner 4/5/96 Vending Rm. 2'BSG 4,,2 129.6 1 96.4 960582 #115 5'S & 8'W of NW corner 4/5/96 Vending Rm. 1'BSG 5.6 127.7 1 5,o0 960583 #115 8'S & 5'E of NW corner s 7 R a 7 a GEOTECHN-ICAL EN IN EERING & JVATEn l4LS TESTING REPORT T0: PROJECT! Test Results Date of Test and Lab No. 4/5/96 960584 4/5/96 960585 4/5/96 960586 4/5/96 960587 RICKS COLLEGE PHYSICAL SCIENCE BLDG REXBURC, ID 83460 R8111i6g AIA -d- Humanities Eldg Location Vending #115 5'W Elevation oz vh carnet Hallway #116 N. end between #114 & #116 Hallway #i16 S - end between #114 & #116 Religion Class Rm. 21E & 21S NW corner (Re -Test #160 of #960577) SG l'BSG 1'BSG SG S Field Moisture Content Percent DATE: 4/,9/96 FILE: P 9 6 0 0 6 SHEET : 6 INVOICE: 3-960074 Field Dry Density MD pCf Number 4. 2 132. 1 I 5.3 12 4. 5 1 5. 3 132.5 1 5. 1 127-99 1 Reviewed y Percent of Maximum Density Obtained 9 8. 2 98.5 95. 1 Project # 95-140 V 0 EN ASS 91WI(ITku (ri6i 350 North 2nd East - Rexburg, ID 83440 Phone (208)3.56-9201 CONCRETE TEST REPORT Date Cast 1/10/96 Cast By SRG Na. Gast 4 Project Ricky Colleqe Relision/Humanifies Building Location of Pour Grout Pisms Contractor Ormond ReportTo Concrete Supplier Walters Quantity Represented � cubic yards Strength requirement 2000psi at 28 days grout, mortar, and block prisms mmm� MATERIAL PROPORTIONS USED (Quantities per Cubic Yard of Concrete) Mix No Cement Ibs � bags Type Brand Fine Aggregate LBS Source Type Course Aggregate � � TypeCourse Aggregate (ssd) LAS Size Source � Type Water Total ._ Gals �a1sl�ag ------- Admixture; Amount Kind -1w ---------- . Admixture; Amount Kind Above Information Obtained From: FPA Batching [nsction o Project Engineer o Contractor o Other ❑ (Designate) Ent Air °/n Actual Slump � Inches Ticket # Temperature: Air OF Concrete Weather Water Added at Job gallons Mixing: Central Mix o Truck Mix cr ,sofa Mix ❑ Above Site Information Obtained From: FPA Batching Inspection ❑ Project Engineer ❑ Contractor v Concrete Supplier a Other u (Designate). CYLS Delivered to Laboratory by FRA v Contractor v Engineer o Common CarrierMOM ❑ Cast By: Tested Remarks: COMPRESSIVE STRENGTH Project Manager: c3FUEY ASSOCIATES / P.A. 350 North 2nd East - Rexburg, Ip 83440 Phone (208)356.!9201 CONCRETE TEST REPORT Date Cast 1/22J96 Cast B Y SRG Project„ REcks C qlo ollege Relin/Humanities BuildiDA Location of Pour Contractor Ormond/Mickelsen Repast To Concrete Supplier Walters Read Quantity Represented Grout Cylinders Mix 5 cubic yards Project # 95-140 No. Cast 4 mmw� Strength Requirement 400U psi at 28 days MATERIAL PROPORTIONS USED (Quantities per Cubic Yard of Concrete) Mix Ho Cement lbs � bags Fine Aggregate (ssd) Type Brand LBS Source Source ��,pe 99 9 �ssdCourse Aggregate (ssd) LAS Size Source Cvurse A re a#e Type 3 ��S �ia+e � Water Total Cads Gals/Bag Type Admixture; Amount Kind Admixture; Amount Kind Above Information Obtained From: SPA Batching inspection ❑ Project Engineer o Contractor ❑ Other o (Designate) Ent Air % Actual Slump Inches Ticket # Temperature: Air °F Concrete Weather Water Added at Jab gallons Mixing: Central Mix ❑ Trick Mix ❑ Jab Mix ri Above Site Information Obtained From: FPA Batching Inspection v Project Engineer o Contractor v Concrete Sut)pfie� v Other 4 (Designate) CYLS Delivered to Laboratory by FPA v Contractor a Engineer a Common Carrier a Cast By: Vested By Remarks: COMPRESSIVE STRENGTH Project Manager: �ORSGREN assocaarEs i P.A. 350 North, 2nd East - Rexburg, Ip 83440 Phone (208)356-9201 CONCRETE TEST REPORT Date Cast 2116!96 Project Ricks College Reli 49 Location of Pour Cast i3y SRG lon[Humanifflas guilrflnn Contract -or Ormond/Mickelsen Report To Concrete Supplier Walters Read Quantny Represented 5 cubic yards block, mortar, and grout prisms Project # 95-140 Strength Requirement 2000 psi at 28 days MATERIAL PROPORTIONS USED (Quantities per Cubic Yard of Concrete) Mix No Cement ` lbs _ bags Fine Aggregate (ssd) Course Aggregate (ssd) _ Course Aggregate (ssd) Water Total Admixture; Amount Type LBS Source Brand Type LBS Size � Source �Yp,� LBS Size � Source Type GalsGa�slBag Kind Admixture; Amount Kind Above Information Obtained From: FPA Batching Inspection' o Project Engineer v Contractor o Other ❑ (Des! nate) Ent Air Temperature: Air Actual Slump finches Ticket # OF Concrete water Added at Jab gallons Mixing: Centra[ Mix ❑ Truck Mix ❑ Job Mix o Li hiti ll CS C1fA IMfht1Lt_!__ _ Weather vr�Lainea rrom: FPA ching Inspection a Project Engineer o Contractor ❑ Concrete Supplier ❑ Other a (Designate) CYLS Delivered -to Laboratory bymmmn� FPA a Contractor o Engineer ❑ Common farrier v Cast By: Remarks,., Cured site COMPRESSIVE STRENGTH Project Manager: r� 1 GEOTECHNICAL ENGINEERING & MATEHIALSTESTING 4460 Kings Way#3, Chubbuck, Idaho 83202 208 23743400 1 Fax 208 237-3449 REPORT T0: RIC3C5 COLLEGE Physical Science Bldg, Rexburg, ID 83460 PROJECT: Religion & Humanities Bldg. DATE: FILE N0: INVOICE: 4/12/96 P96006 3-960074 GROUT PLACEMENT, MASONRY STEEL & STEM WALL REBAR INSPECTION INSPECTOR Lou Watts_ REVIEWED B REMARKS. No Apparent Discrepancies iiiiam a a IDAHO • WASHINGTON * OREGON 0 WYOMING -& MONTANA * UT Nenna, Area Manager i -GEOTECHNiCAL ENGINEERING MATERIALS TESTING 4460 Kings Way , Chu bbuc, Idaho 83202 208 2-37-3400 Fax 208 237-3449 REPORT TO: RICKS COLLEGE Physical Science Bldg. Rexburg, ID 83460 PROJECT: Religion & Humanities Bldg* DATE: FILE NO: INVOICE: 4/12/96 P96006 3-960074 GROUT FLACEMENT, MASONRY STEEL & STEM WALL REBAR INSFECTTON EVALUATION 11 DATE L IDENT 9 /LOCATION I ACCEPT I REJECT REMARKS No Apparent Discrepancies INSPECTOR Lou Watts REVIEWED B William ,7. IDAHO -w WASHINGTON * OREGON a WYOMING -m MONTANA 9 LJT H o NEVADA Nenno, Area Manage FA -d l im , GEOTECHNICAL 4460 Kings Way 43, Chubbuck, Echo 83202- 208 237-340 / Fax 208 237-3449 mOISTURE DENSITY RELATIl T REPORT TO RICK COLLEGE Rexburg. TD PROJECTl l I n Human i DATE SAMPLED 4/5/96 L{?CATIDiV SAMPLED import VISUALDESCRIPTTON OF MATERI Sand TEST STANDARD ASTMI METHOD SIEVE IATA Screen Pct Passjng 3/4" 3/8 1Y No. 4 I vu.i 135.0 GEOTECHNICAL w ENGINEERING & l+AATERlALS TESTING 4460 Kings Way 43, Chubbuck, Echo 83202- 208 237-340 / Fax 208 237-3449 mOISTURE DENSITY RELATIl T REPORT TO RICK COLLEGE Rexburg. TD PROJECTl l I n Human i DATE SAMPLED 4/5/96 L{?CATIDiV SAMPLED import VISUALDESCRIPTTON OF MATERI Sand TEST STANDARD ASTMI METHOD SIEVE IATA Screen Pct Passjng 3/4" 3/8 1Y No. 4 I vu.i 135.0 115.0 110.0 A ravel. a.t run s Fier REPORT DATE INVOICE NO. I LAB TEST BY 4/11/96 .-960074 P960-06 9.60609 D LW I IMT SPECIFIC GRAVITY assumed tested DENSITY DATA MAXIMUM DENSITY, pcf 'TIS MOISTURE, pct MOISTURE DENSITY CURVE Tested 124.0 800 f X 134.5 w • r 125..0 c O a Lb's 0 120.0 115.0 110.0 A ravel. a.t run s Fier REPORT DATE INVOICE NO. I LAB TEST BY 4/11/96 .-960074 P960-06 9.60609 D LW I IMT SPECIFIC GRAVITY assumed tested DENSITY DATA MAXIMUM DENSITY, pcf 'TIS MOISTURE, pct MOISTURE DENSITY CURVE Tested 124.0 800 f X 134.5 6 %dp V.0 IOU C5.0 bf 4u 10.0 Moisture Content,Dato Points o MAX DENSITY 6 O R EON 11.0 12.0 13.0 14.0 100% Saturation Reviewed bye toe/ OMI NI NT IA UTAH E 'A D a ti F low J 'q am J i , ■ ■ r r� 3 4Do i ■ � � S b k4 lk us •■Iia iar 4pov*i*i No1■i■■tiity*+F!■■a.■■Fl■*f#&i dpal■ar P of 9&t■■i■ri *i wili■i■■� *i7 f! ■a■■a F ■ %■47f■■F■Fi ta.T#■i■Ft�..r.ri • * r i a11 ■Fi Fr■ii.r e . 4i7■i■■i■=i.*77r■■■aJ Fi {�+Y R!■■ 1 �L ■■a.ir.. i!■iii=i rriii+TiY■tr■rilr Fr'i}•7■�,*71■rf7■■7a■� 44 ■` i * ■ i a i * IF * a f s A TA ■ ■ a+iyirai}�t�FF7Fr aa■■fir}A•Pf#�i7■aaaa#l�Ri■Fririar ■ ii !'7r■■i■*i1{yi ' \ * �` 77■� �y,*■!r■a.■■■a■!i■■EFr4p■ra}!+'!■■i'ar aW i F * ' ■ i ! ii■4i i■a=47.1lR *7aF # F ■iW■�■F■■4i4*^#*i Fi ar F*i Omm F:ia■r pdp**+6MMo*No wea Fl Arm ■i■■a■■aia*y4�**i7■7 Ii■■&**a * ■ ■ + R 016 WIN Elm IF 4**-0-■itoe ■ ■ i ■ � ylb F ■ • � F * } ■ ■ r y �!!� i � ■ F ■ y ! • ■ * } to a r y ■i T9 i�....■i■}.O9lFiEll ■*4}7i■giai■rl71li■r■■�i'Mlaa'■■Iii;ilYi■�Fi■ i m al■*iF'■+#■a7 ■ • ; `■*■ar■ ■ i r ar}ii■7■•ar16* � # + , ■ ■ * y ■ F i *4i■Ri'■ i ==■*i i if! ■7F7■a■ara■.!■!■i■■i■*ilrFrFriaf■if■ii I� t*.■4ar■7i am Yi*iY1747■■7■Li■iy.^f �y.iE i■a■■if#■TF7■tii�.:. I M di�. ■ ■ �%+ 7 } ■ i WE � i r ■ ■ s a a r F � ■ � # ¢�F i ■ ir�i ■r Frilif #i a■Fre}3f ir■■■Fa■*+ F F + ■ # 7+a■■■*#+i#i .■ ara}f*a 6, ■ ai am # ■ *iFw ■lar■*i■iia#■■�■ai■4iF■■r#p a�**i■*##i ��■}At #y'fy■ ■I�■ii*■lb"MWEand■L■7i ■ ,! '■ ' on a+F}�F41 F7i�■■4f iF*ir■F■■Fi■*IF#i■■■ar■ F � 1 E yi • y�■ ■ i ■ •= a : F 4ilir7f�7i ariaaa■}i �iM■i■■i■F Elft i+r�•i!i■■� Til Rfi■) r * 7 * ■ F F • + t �lot■ ■ �fyy` ■ rOF•t ME f F ■ s a' F t 4 a a a ■ � * 4 f ■ a Ia ■ 41 ■■■'E!laal}ri■■i■i�■t �lT•■■7*„■1i ■ ■ SIP 4Iti+a■■■ i *' +y 71■�■■Edi#+■#Fa.■V#i■'!■ai■iait7ii7yri ■ E * .! aii.■*0WE1PO0 'DO ■■i■OSIP 060 Ir■JwJlr,fi.6w ■ ■ ` *■f■■�4aii■i■*T i * f!POO ■ IFS ■ SIP *Df F M!!■Fr■FririiWoo ■ai■EON rl+l7a v7i a;■tri i.. Rw 77 rr ai■4'ii■fi ■ ■, a a a ■ a ■ y. # t ! * # * ■ s r ; * A, 4 r ¢ F f i ■ a * * ■ a i ! F r 6 %dp V.0 IOU C5.0 bf 4u 10.0 Moisture Content,Dato Points o MAX DENSITY 6 O R EON 11.0 12.0 13.0 14.0 100% Saturation Reviewed bye toe/ OMI NI NT IA UTAH E 'A D i GEOTECHNICAL ENGINEERING & MATERIALS TESTS NG 4460 Kings' a , Chubbuck, Jdaho 83202 208 237-3400 Fax 208 237-3449 Mr. Blair Manwaring CITY OF REXBURLG P.O. Box 280 Rexburg, ID 83440 Project: Religion & Humanities Bldg, Rexburg: ID Mr. Blair Manwaring, Due to an error on our part several reports were prepared for the above referenced project, containing the wrong information. Once the errors were found , the reports were revised shawir�g the correct datareports ire question are as follows. The He vort of RUot No Chanae Concrete Control 4 Originally reported as mix leo. 513 Actuafly mix X10. 5'#2 Mortar Control 1 7 day break dale shown as 4/15/9C) was actually only 5 days Masonry prams 7 '8 required strength orginaifshown Y as 3500psi. Actual required is 2500PS1. f have enclosed the revised copies of the reports. Please dispose of the o�-ginal reports and replace with the reprised. We are carryfor any inconvience this has caused and will make every effort to minimized any further errors. If you have any questions, please fell free to cal! us. cc: Ricks College Ormond Builders Valley Ready Mix IDAHO * VVASHINGTON Respectfully Submitted, Williamn Area Manger 9 OREGON a WYOMING -* MONTAN.A* UTAH -1- NEVADA GEO'fECti-IiV1CAE. ENGINEERING & MAiERCALS TESTING 4460 Kings Way !'03, Chubbuck, Idaho 83202 208 237-3400 1 Fax 20B 237-3449 Mr. Lynn Beck ORD40ND BUILDERS P.0 Box 1814 Idaho Falls,, ID 83403 Dear Mris At the College, we dale, are in the subject October 16, 1996 RE: NOTICE OF NON-COMPLIANCE Religion & Humanities Building Ricks College, Rexburg, Idaho I request of Mr. Lloyd Berson, construction manager of Ri I cks have been requested to submit the following items which, to this non-compliance with the applicahle plans and specifications for project. � Joist embeds 0. 0 - 2.2, outlined by 8/22/96. at the top 3.4, 12.8 -- Lean Tanner of masonry shear wail - second level - grid embeds are not welded to shim plates as of Tanner, Wilmore, Smith & Associates on � Channel iron - second level - grid 2, 21 3. U - channel welded to embeds or masonry shear wall. � Joist ties to masonry wail -- all locations - no joist wall connections are in place. U I Iran is not to masonry Deck onen i na a i I locations no deckonening to masn-...nry 1�k.7ail Hilt.L connections are in-place. East stairwell mid landing Anchor bolts missing, from 2 locations. IDAHO WASHINGTON O LEO N WYOMING MONTANA UTAH NEVADA I EOTECHN I CAS ENGINEERING & MATERIALS L TESTING 4460 Kings a r" , Chubbuck,Idaho 83202 208 237-3400 Fax 208 237-3449 REPORT RICKS COLLEGE Physical Plant Bldg Rexburg, 1D 83460 PROJECT 6 Religion Humanities l ASST DENSITY QST REPORT Field Method(s) Performed X {N} ASTM D2922 (C) ASTM D2726 _ (N) AASHTU T238 {C} AF,SHTO T165 N T Nuclear flensometer C = Core Test Lo ion(s) Selec X IMT Personnel McGowan X Contractor Ormond Builders Applicable Lab Method ASTM D1561 (Hveem) X ASTM D1.559 (Marshall) _ ASiN! D2041 (Theo Max) AAsHTQ T247 (Hveem) _ AASHTO T245 (Marshall) AASHTO T 2 C} 9 (Theo Max ) REPORT DAT L E No INVOICE t Elevation Code Max Density Material source/Type (PCF) -1* HK -Contractors 10/31/96 P96006 3-9GD400 Asphaltic Concrete Date Pct of Max Meets and MaXIMMUM Core Density Requirement Lab No Location Density Density Field 1 = , R__ I Elev �Lab,PCF) CF"-te t est OK wdn' 10/15/96 Parking * 1001N a AC -1 135.E 92 RP 963930 1 f SE corner f p.arking lot 11Parking Lot: 115 ,F 963931 801Wf sE corner 146.6 136.4 RP of parkinglob k 95 10/16/96 Parkin Lot: 115 I 963932 80'W Of SE corner 146.6 140.5 96 1 f parking lot 95 (Re -Test #96.3931) 10/16/96 Parking Lot* 1' 963933 100'E Of SW corner 95 f parking lot 10/16/96 Primo. Lot F 963934 701E Of SW corner 143w7 :70 f parking lot 93 IDAHO a WASHINGTON • OREGON s WYOMING 0 MONTANA U NEVADA Strata, INC INVOICE 60400-A DatePct of Max Meets Requirement and Max'm Core Density Lab No Location Density Density Field 1=Yes Elev (LabpCF) PCF -(% Req'd) RP�;Retest QK 10/16/06 Parkin Lot* 1.f 963935 100'E W corner 139.0 95 1 of parking lot95 10/16/96 Parking Lots. 9639-36 150'E f SW corner140.2 96 1 parkingof lot 95 10/16/96 P -car Lot- 1001N parking963937 146.6 141.0 6 1 80'W of SE corner 95 of lot (Re -Test #963930) 10/16/96 Parkin Lot: 1401 146.6 963938 1201W of Parking lob 95 _10/16/96 Parking Lot: 1301N & AC 146A 142.o3 f% 963939 601E corner Parkingcf lot 95 10/16/96 1a 963940 1rcorner 95 of parking lot 10/16/96 Parking Lot.- 40TS 963941 150'E of NW come r 95 f parking lot 95 10/16/96 Parking Lot: 55tS 963942 150'E NW corner 6 of parking lot 95 10/16/96 Parkirig Lot- 4 7 5 1 S & A -C .146*6 963943 1751E come I of parking lot 95 10/16/96 Parking Lot: 50iS & AC 146.E 963944 2501E 1 of parking lob, 95 10/16/96 Parkin Lot* 75 63945 501W Of NE corn 139*3 1 of parking lot 10/17/96 Parking Loto 851S & AC 963946 1301E f � 145ol of parking lot 95 S 7 R a T a .ET%zt_CHN1 AL ENGINEERING & MA7-ERIALS TESTING Page 2 Strata.INC Date and Lab No 10/i7/96 96397 1orl7f96 963948 10/17/96 953949 10/17/96 953950 10/1'7%96 963951 1orz7l96 953952 1Q/1?/95 963953 10/17/96 963954 10/17/96 963 19) 55 10/17/ 96 953956 as/17rs6 953957 ao/z7r96 96398 Location. Parking Lot: 50'W Of NE corner of parking lot Park'- Lot* 120's 1501E Cf NW corner f parking lot Parking Lot: 100PS 100fE Of NW corner of parking lob. Parking Lot* 100,s 1701E Of NW corner of parking lot Park :dot : 90IN 701W Of NE corner of parking lot Parking Lot* 501N 151E f Sw corner of parking lot Parking Lot: 1001N 201EOf SW corner of park-L"ng lot Parking Lot: 2001H }E o -f SW corner of parking lot Parking Lot: 300 1 131E of SW comer of Parking 1 o f Parking Lot* fN 131W of sE corner of Parking lot Parking Lot: 1501N 1 f sE corder of parking lot Parking Lot- 2501N 131W of SE corner Of park -ung lot Maximum. Density Eley Lai PCS Ac 1o, AC -146-v6 AC 1-m AC 146-w6 AC 146.6 AC AC 146. Core Density PCF 146.9 140 2. 145.0 x-40_2 1421 140.6 IL# INVOICE NO: 960400.,kc Pct of Max Density Field (% ' 100 95 Meets Requirement =Yes., RP=Retest OK 1 1 1 1 a 0 age Strata, INC Date and Lab No Location -------- 10/17/96 arki :- Lot; 3 963959 201W of SE corner Of parking lot W Max imuM Ejf�y Density 1. S T Ft Core Density pey Rev a � a INVOICE . AC Pct of Max Density Field Hec, I 95 95 Meet Requirement 1= =o =Retest 1