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HomeMy WebLinkAboutSTRATA FIELD DENSITY TEST REPORTS - 03-00005 - BYUI - Student Health & Counseling BuildingREPORT T0: PROJECT: E TE H'41CAL ENGINEERING 8 NIATIERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 26A 1 lax MA" 231-�aa9 RYU IDAHO PHYSICAL PLANT BUILDING CIO 8YU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH BLDG DOUBLE E CONSTRUCTION, INC. FIELD DENSITY TEST REPORT r'leld Method (s) Performed DATE FILE N0: INVOICE NO., 4�1�1109 BYUIDA PROJECT N0: P02098C Aool'in6-16 Lab M61k- 6d 116vni'im Cedes X (N) ASTM D2922/3017 X ASTM D698 SC� ASTM D1556/2216 ASTM D1557 (N) AASHTO T2381239 AASHTO T99 (SC} AgPTO T101 AAgHTO T190 `lest Location �selecle6y: Date and Lab No. �If�l� P�rsp�ne� Loc2tibn Elev 1111712003 From NE corner bldg Finish base Field Dry Density (PCF) (10,10 M ois 125.4 MnY D9K (PCF) 141.5 132.0 129.0 Lib Maximum [Density PQD 129.0 7 Percent of FG = Finished grade EG = Existing grade 11U SB Subbase 99 = gu6gra e FTG = Footing grade AC = Asrhaltp B $ 910 = BELOW that @I@V A + elev - ABOVE that elev, M'il@rlAl D@sCrlpllon (5) PIT RUN W! 3!4" AN[) SAN6 BASE MATERIAL 314" BA$E Max density Obtained (Reauiredl YZ 95 Meets P@1Uir9Ment 1=Yes, O=No RP = Retest OK I REPORT T0: PROJECT: EC_% HiN1CAL ENGINEERiNG & MATERIALS TESTING 4460 Ki n c s Way -i3. hu buck, Idaho 831202 J i Ll U"" r_ ')_'31 IWO BYU IDAHO PHYSICAL PLANT BUILDING CIO BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH SLb6 DOUBLE E CONSTRUCTION, INC. FIELD DENSITY TEST REPORT Field Method (s) Performed (N) (SC) DATE: 05121/03 INVOICE N0: PROJECT NO-. P020580 Applicable Lab Method As::NI Dlil113011 � A �TMD 688 ASTM D16601'?Z10 AASHTO T238/239 AASHTO T191 ASTM Pll;�T AASHTO T99 AASHTO T 180 Test Location (s) Selected by Max Dens r I f Strata Personnel 141,5 FF Elevation Codes EGExistin9; grade S$ Subbase SG = Subgrade FTO = �aa�I'l�I�1d8 AC = Asphalt B # elev =BELOW that dev A + elev -ABOVE that. elev Material Description (s) PIT RUN W/ 314'1 AND SAND Field Dry Lab �erceni of Date Density Maximum Max Density and (PCF) Density Obtained atoo� Eicv Vii: nnois LF) (Required lab 5/1412003 Gridline #9 between 3BG 138.0 id1.5 1_ 0_1 Q� Requirement � =Yep, D'No RP = Retest arc Field Dry Lab Percent of Date D���ICy �i�ni��� fan De�si�y and Lab Na. 5/15/2003 5/15/2003 12 Location Gridline #9 between D. 1 th ru E Gridline #9 between D. 1 thru E Elev 13.5' BG 11' BG (PCF) (% M 0 if,S 135.5 4.0 134.7 Density PPCF) 141.5 141.5 Obtained (Reguired 95 95 Meets IIUgU�UIIIUIII 1 -Yes] O -No RP = Retest OK 1 10 fool 0�10IIpES 0.0 0.Z 6G I OT .0 141.� 9T 1 13 between C -C. 5 3.1 95 Reviewed by - 11 Date and Lab No. Location Field DFY D2�SiCy (PCF) (% M015 A Lab Maximum Density P( CF) Percent of Max Den5liy Obtained (Regui`re!jj Meets �equi�e�e�t 1=Yes,O=Nc R P = Retest 5/19/2003 GFidline 9 between ii' below 134.4 141.5 95 1 18 F thru D existing grade 2.5 95 5/19/2-003 Gridline 9 between i r below 135.8 141.5 96 1 19 F thru D existing grade 95 5/19/2003 Gridline 9 between fig' below 134.4 141.5 95 � 20 F thru D existing grade 5/19/2G03 Gridline 9 between Io below 135.8 141.5 96 1 21 F thou D existing grade 3.3 95 5/19/2003 Gridline 5 between 9'below 137.2 141.5 97 1 22 F thru D existing grade 2.6 existing grade 95 5/19/2003 Gridline 9 between s' below 138.7 141.5 98 1 23 F thru D existing grade 3.6 95 5/19/2003 Gridline 9 between 9' below 135.8 141.5 96 1 24 F thru D existing grade 3.8 existing grade 95 5119/2003 Gridline 9 between e' below 140.0 141.5 99 7 F thru D existingrade 4.0 95 5/19/2003 Gridline 9 between s'beivw 141.5 141.5 COQ i 26 F th ru D existing grade 3.9 95 lin � �3e�w�en 7' below 137.2 141.5 97 1 27 F thru U existing grade 3.2 95 i rlyline g between z' below 137.2 141.5 97 1 z8 F inru D existing grace 3.4 95 5119f2003 Gridline 9 between 6' below 140.4 141.5 99 1 M W ■ Date and Lab No. Location Elev Lak Maximum Density (PCF) Perceni of Max Density Obtained �Reauired) Ueels Requirement 1=Yes, Q= N c RP,= Retest 5/20/2003 Gridline 9 between s' below 134.7 141.5 95 1 32 F thou D existing grade 3-4 95 5/2012003 Gridline 9 between a' below 139.0 141.5 98 1 33 F thru D existing grade 3-+2- 95 5/20/2003 Gridline 9 between a' below 134.2 141.5 95 1 34 F thru D existing grade 3.1 95 5/20/200'13"' Gridline 9 between 3' below 136.5 1 96 'I 5 F th rU L3 '�xiStlnq rade $.2 5/20/2003 E-5 9' footing grade 135.0 141.5 95 1 36 2.4 95 5!20!2003 E-5 s' (coling grade 134.3 141.5 95 1 5!20/2003 E-5 9' footing grace 136.9 141.5 97 1 38 2.3 95 5/20/2003 D-5 12'footing grade 133.9 141.5 95 1 39 1.6 95 5110!2003 D�5 11 iooli�gg��d� 1I]. 7 1g1.5 jo 1 40 2.3 95 �IZ0I100�1pl � c� 1 41 2.6 95 512012003 D-5 11' footing grade 137,5 141.5 97 1 42 3.1 55 5120112003 a-5 10, footing grade 133.9 141.5 95 1 43 2.3 95 512012003 D-5 10' looting grade 135.3 141.5 96 1 ft Y iiii and Lab No. Location 5/20/2003 46 5/2 1 120 03 I. D-5 E-5.5 Elev footing grade ' footing grade Field Dry (PCF) t% Mois Lab Density (PGE1 141.5 134.0 -- 141.5 Percent of Obtained (Required} Meets I equiremenf I =Yes, O=Nc RP = Retest 1 5121/2003 E-5.5 7' footing grade 134.9 141.5 95 1 49 3.4 95 5/21/2003 E-5. 5 6' footing grade 138.7 141 .5 gg 1 49 2.9 95 5/21/2003 E-5.5 5' footing grade 137 �- 50 2.7 95 5/21/2003 E-5- 5 4'taotinpprede ill, 1 � I�.� JJ 1 JO 51 2.3 95 5/21/2QQ3 E-5,5 3'footlng Qrad@ '139.1 141.5 98 1 52 2.9 95 L .0 �IZ11100� �_� S 2' footing grade 140.4 141.5 99 � 53 3.6 95 su6grade 4.L 141.5 95 1 543.2 9 5 5/22/2003 Inside Building suhgrade 13-4.9 141.5 95 1 55 3 2 95 Sl��l�bd� Inside Building subgrade 136.6 141.5 97 � 56 q ] y5 5/22r2003 a -s 57 below footing 134,8 grade 2.4 Reviewed by - 95 1 M P jr T sEarrcn�i��� �NGiN��PpVG � L G 208 237-3400 Fax 20 237-3449 BYU IDAHO PHYSICAL PLANT BUILDING C/0 BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH BLDG DOUBLE E CONSTRUCTION, INC. FIELD DENSITY TEST REPORT Field MethQd (s) PQrTgpQd DATE: FILE N0: NVOICE NO.- 05/29103 BYUIDA P030239 -IN PROJECT NO' P02098C Applicable Lab Method X (N) ASTM D2922/3017 X ASTM D698 (SC) ASTM D 1556/2216 ASTM D1557 (N) AASHTO T238/239 AASHTO T99 (SC) AASHTO T191 AASHTO T1 80 Till L011110 (t) JUIUCIUd U -, Date and LakN­o, Str2t2Perscnnel FF/TLM Location Eley Meld Bry Density (PCF) LL/O.Mois) Max Bens (PCF) X41".5 IaL Maximum Density {PCF} El@vaflon Codes FG =Finished grade SB Subbase SG = Sub rade FTG = fooling grade AC = As,phal[ B + elev = BELOW that A + elev = ABOVE that j 3 Material Description (s) PIT RUN Wl 14" AN D %c.' Percent of Max Density Obtained CReguired) Mees Requirement 1 =Yes Q=NcI I R P = Retest x12712003 Elevator pad 9'below 138.7 141.5 08 1 5$ A-5&O' footing grade 4.3 95 5/27/2003 Elevator pad g' below 134.4 141,5 95 1 59 A-5 & 6 footing grade 4.0 95 5/27/2003 Efevator ped footing grade 134.4 141.5 95 1 60 SA 5& 6 5.4 95 r In>rr%nn-PIN ri 61 Ueets Date Density Maximum Max Density Requirement a�tl (PGF) Density Obllingd 1-Y�s, 01PNt Lab No. Location Elev % MOIS) (PCF) (Requiredl RP = Retest 512712Q03 Elevator pad footing grade 138.7 141.5 9$ 1 fit SA 5 &o 4.7 95 6127'2009 Eleva cr pa foctin99rade 13J,5 -r-8,- 141-.5 ss � 63 SA 5 &6 4.8. 95 5/27/2003 F -G 2 & 3 2' below 135.8 141'.5 96 1 64 focting grade A.3 95 5/27/2003 F -G 2 & 3 2' below 13 4. 4 141.5 95 1 65 footing grade 4.4 J$ 2' below 137.3 141.5- 97 1 56 fooling grade 4.5 95 5/27/2003 E -F 2 & 3 2' below 134.4 141.5 95 1 67 'rooting grade 3.4 95 5/27/2003 E -F 2 & 3 2' below 134.4 141.5 95 � 68 footing grade 2.9 95 51281200] -G 2 a 3 10' below X37.3 �di.� 9 7 , 69 tooting grade 4.3 95 5/28/2003 F -G 2 & 3 9' below 134.7 141.5 95 1 70 footing grade 52 95 5/2$12003 F -G 2 & 3 8'below 137.4 141.5 97 1 71 footing grade 4.1 95 512812003 F -G Z & 3 76eiow 135.8 141.9- 9G i 72 footing grade 3.6 95 5/28/2003 S.A 5 & 6 1' above 141.5 141.5 100 1 73 footing grade 5.4 95 512812003 S.A 5 & 6 1' above 137.3 141 .5 97 7 74 footing grade 5.2 95 5128r2003 S-A 5 & s z' above 138.7 141-5 sa 1 75 footing grade 4.7 95 0 i REPORT TO.- PROJECT- I 4460 KI.qas W;:l,,, -, Cilulprouck, I - aaho, ,202 208 231f -3400 F2, -3449 E3YU IDAHO PHYSICAL PLANT BUILDING C/0 DYU IDAHO REXBURG'., IDAHO 83440 STUDENT HEALTH BLDG DOUBLE E CONSTRUCTION, INC. FIELD DENSITY TEST REPORT Field Method (s) Performed DATE: FILE N0: 06/03/03 BYUIDA INVOICE NO PROJECT NO: P02098C Applicable Lab Method Elevation Codes X (N) ASTM D,2922/3017 X ASTM D698 FG =Finished grade (SC) ASTM D1 556/2216 ASTM D1557 EG = Existing grade (N) AASHTO T2381239 AASHTO T99 SB =Subbase (SC) AASHTO T191 AASHTO T180 SG = Subgr@de FTG = Footing grade AC = Asphalt 8 + elev = BELOW that A + elev = ABOVE that lest Location (s) Selected by- Strata Pe,rsonnel Date aid Lab No. Location 513f2003 Grid line H @6 84 6l312003 Grid line C rix 9 85 exterior 6/4/2003 Grid line C., @ 9 86 exterior 6/4/2003 rid line 7 ext-ericc Max Dens (PCF) 141.5 132.0 Material Description (s) PIT RUN W/ 3/4" AND BASE MATERIAL Field Dry Lai Percent of Meets Density Maxim UM Max Density Requirement (PCF) Density Obtained I -Yes r O=Nc Elev °/Q mols) SCF} Re wired RP = Retest footing grade 134.1 141,5 9 1 3.3 95 5' above 134,5 141 .5 95 1 fasting grade 4.0 95 5' above 128.8 141-5 RP toting grade 3.4 95 6' above 134.7 141 .5 95 .� footing grade 3.7 95 IDAHO VVA S H I TON ORE -0 Wokl NG MONTANA UV ACM Date and Lab No. Elev Ield Dry Density (PCF) (0/0 M Q i S Lab Maximum D e n s It'y T GF� Percent of Max Density Obtained (Reauired) M E?tS Requirement 1zY S, O-Nc RP z Retest- 6/4/2003 Gr'[d Ione C @ 9 6' above 12$.5 X41.5 91 RP 88 interior footing grade 4.8 95 6/4/2003 Grid line E.5 5.5 2' above 135.6 141.5 96 1 89 extertar footing grade 4 95 614120Q3 Grid Ione E_5 5.5 3' beiaw 133.9 141 .5 95 1 90 exterior forting grade 2.9 9$ 6/4/2003 Grid line E.5 @ 5.5 4'below 135.E 141.5 96 1 91 exterior footing grade 3.4 95 614/2000' Grid line E.5 �3a 5.5 5' below 133.5 141,5 g5 � 92 exterior footing grade 3.7 95 6/4/2003 Retest # $6 a� below 134.5 141.5 95 1 93 G @ 9 exterior footing grade 3.1 gra 6/4/2003 Retest 4-88 s' below 130.5 141.5 9� � 94 C @ 9 1f7t2rIDf footing grade 4.$ 95 61412003 Grid fizz C @ 9 8' below 134.0 141.5 95 � 95 exterior footing grade 2.8 95 .J^ Review GE T';ECHN CAL ENGINEERING A r Arr7RFALS T-ES71NG, f sa REPORT TO- PROJECT- b GEOTECHNICAL ENGINEERING & MATERIALS TESTIS 111 9S V 2 ,' . C hu6bu c k, Pd�iho 83 08 2�. , )400 1 Fax 208 237 -3449 BYU IDAHO PHY ICAL PIANT DUIL IHI C/0 BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH BLDG DOUBLE E CONSTRUCTION, INC. FIELD DENSITY TEST REPORT Field Method (s) Performed X (N) ASTM D2922/3017 (SC) ASTM D1556/2216 (N) AASHTO T238/239 (SC) AASHTO T191 lest Location {s} Seiected by., Dale and .Lab No. Strata Personnel Location 6/17/2003 Interior 96 Gridlines E @2 6/17/2003 Interior 97 Gridlines B X7.5 61'17/2003 Exterior 98 Gridlines H @ 5 6/17/2003 99 Exterior Gridlines G 9 8 .I ___}e, K_ , ,. DATE.- 06/2 /yj FILE NO: BYUIDA INVOICE NO: PROJECT NO" P02098C Applicable Lab Method X ASTM D6900 ASTM D1557 AASHTO T99 AASHTO T180 Max Dens. (PCF) 141.5 132.0 Elevation Codes FG =Finished grade EG =Existing grade SSU ase SG = Subgrade FTG = Footing grade AC = Asphalt B + elev = BELOW that elev A + elev = ABOVE that elev Material Description (ss� PIT RUN W/ 3/411 AND SAND BASE MATERIAL Field Drj Lab D��y�ant of `4"t : 0 density Maximum Max Density Requirement (PCF) Density Obtained I =Yes, 0 -No Elegy (PCF) LRqqq'Lred RP = Retest OK footing grade 137.1 141.5 97 1 3.0 g� d' below 136.2 141-5 g.6 1 finished base 4.1 95 s' below 134.7 141.5 95 1 finished base 3.0 95 9'below 135.5 1 41 .5 gs 1 finished base 4.1 95 aDAH0 WASHINGTON OREGON -0 WYOMING -MONTANA UFAH VEV D i W Date and L9b N0. Location 611712003 Exterior 100 Gridlines A,5 @ 8 511712003 Interior 701 Gridlines A.5 @ 7 6/17/2003 Interior 102 Gridlines, A.5 @1 6117I2003 detest 101 Interior 103 Gridlines A.5 @ 1 E11712003 Retest 102 Interior 104 Gridlines A.5 @1 6/1812003 Interior 105 Gridlines A,5 �7a I 6/18/2003 interior X06 Gridlines C @ 6/18/2003 Interior 107 Gridlines 8 c�r7 '1 6/18/2003 Interior 108 Gridlines G 6118120p3 Interior 109 Gridlines C @ 1 511812003 interior 1 10 Gridlines E @ F 6119/2003 Interior 111 Gridlines E.5 @ 1.5 611912003 interior 112 Gridlines E.5 @ 4 6119I2003 Interior 113 Gridlines E @ 5 Elev ' below finished bas 2.5' o finished base 3.5' below finished base 2.5' bolo firrished base 3.5' below footing base I � ' below finished base .' below finished base .' below finished base 1. ' below finished base _' below finished base below finished base ' below finished bne.7% 4' bei o finished base ' below finished base Field Dry Lab Percent of Meets Density Maximum Max Density Requirement (PCF) Density QWjInd �=��5, O.Aa C/a Moil(PCF)RP = detest OK 135.5 141.5 96 1 3.6 95 130.1 141.5 92 RP 2.1 95 ..127.2 141.5 90 RP 1 $ 95 135.7 141.5 96 � 3.1 9 5 134.4 141 .5 95 � 3.3 95 135.1 141.5 95 1 4.4 95 134.0 141.5 95 1 3.7 95 136.9 141.5 97 � 4.2 95 135.5 141 .5 gg � 3 Q 35 1382 141.5 gg � 4.3 95 134.1 141.5 gg � 4.6 95 134.7 141.5 95 � 3 95 135.3 741.5 96 � 3.3 9� 136.9 141.5 97 1 3.8 95 S T R a a GEOTECHNICAL. ENGWEERING & MATERIALS TESTING Dade and Lab No. Location 6/19/2003 I nterio r 114 Gridlines E @ 5.5 8119l2003 interior 115 Gridlines F @ 2 6/19/20D3 Interior 116. Gridlines E @.5 6/19/2003 Interior 117 Gridlines E.5 @ 1.5 6/19/2003 interEGr 117 Gridlines G.5 cr 5 6/1912003 InterEor 118 Gridlines E @ 3.5 6/19/2003 Inferior 119 Gridlines H @ 7 6/19/2003 Interior 120 Gridlines F @ 8 6/201200 3"' Interior 121 Gridlines G.5 @ 5 6/20/2003 Interior 122 Gridlines G.5 @ 7 6/20/2003 Interior 123 Gridlines 0.5 � 6 6f2012003 Exterior 124 Gridlines G [a7 8 6/20/2003 Exterior 125 Gridlines H @ 7.5 -IIlI � La rY I Percent of Density Maximum Max Density (PCF) Density Obtained ElevLLo�IlDis(PCF) (Reaulred 7' below 139.8 1 99 finished base 4.8 95 Meets Requirement =Yes, 0- No RP = Retest OK 1 2' heinw 138.0 141.5 gg � finished base 4.7 �� 6'below 134.8 141,5 95 � finished base 5.2 95 l' below 135.9 141.5 96 .� finished base 3.7 95 8'below 135.2 141.,5 g6 � finished base 4.4 95 3' below 134.1 141.5 95 .� finished base 3.6 95 7' below 134.8 141.5 95 .� finished base 4.1 95 9' below 135.5 141.5 96 .� finished base 3.8 95 2' below 34.8 14 95 footing grade 15 9$ l'below 136,0 141.5 96 1 footing grade 3.8 g� footing grade 134,3 141-5 95 1 3.9 95 s' below 136. 1 141.5 96 1 finished base 3.9 95 s' below 134.0 141.5 g5 .� finished base 3.3 5 Reviewed by. GEOTECHNICAL ENGINEERING & MATERIALS Ti�i`I NG PROJECT: 4460 Kire; 'Nay 33. Chuocuc:;, Idaho 23202 20� ;;--3=q9 I F11 2CB 23T-34191 O I V IUI11-Ill PHYSICAL PLANT BUILDAG C/0 BYU IDAHO REXBURG, IDAHO 8344Q STUDENT HEALTH BLDG DOUBLE E CONSTRUCTION, INC. FIELD DENSITY TEST REPORT Field Method (s) Performed X (N) (SC) (N) (SC) ASTM D2922/3017 X ASTM D1 556/2216 AASHTO T238(239 AASHTO T1 91 Test Locaticn (s) Seler..,.ted bv- t t Date and Lab No. Strata Pe l son n l TB LOC2tion Ej'ev Field Dry Density (PCF} % Mals) ice• i f 3 � � FILE INVOICE NO, PROJECT NO' F020KC Lab Method ASTM D698 ASTM D1 557 AASHTO T99 AASHTO T1 80 Max Dens (PCF) 141.5 132.0 Lib Maximum Density LP ' Elevation Codes FG = Finished grade EG = Existing grade SB = Subbase SCS = Subgrade FTG = Footing grade AC = Asphalt B f eEev = BELOW that elev A + elev = AE30VE that elev Material DescFlption (s) PIT RUN W/ 3!4" AND SAND BASE MATERIAL Percent of Max Density Obtained LReqVi red 6/23/2003 Interior oot;nggrade 134.4, 141.5 95 126 Gridi'mes G 3.g 95 6/24/2003 Interior 2' below 136.2 141.5 G6 127 Gridlines A tx 5 finished base 4.3 95 6f2412003 Exterior 1 .5' beiflw 135-1 141.5 95 128 Gridlines B @ 8 finished base 3.8 95 6124I2003 Interior V below 135.4 141.5 96 129 G rldl i ne5 A(c-D fi finished base 4,8 95 IDAHO dp WASHING -FON a OREGON 'NY. vI I NG MONTANA* UTAH NEVADA Meets Requirement 1 —Yes, O=No RP � Retest CCK 1 1 �i date and Lab No. Locati-cr, 6/26/2003 Interior 130 Gridlines H @ 5 6/25/2063 Retest X130 131 6/26/2003 Interior 132 Gridlines G @ 7 6/26/2003 Interior 133 Gridlines G.5 @ 6 6/26/2003 Interior 134 Grid) -Ines F @ 5 6/26/2003 Intericr 35 Gridlines F @ 5 6126/2003 Interior 136 Gridlines G @ 2.5 6/26/2003 Interior 137 Gridlines F g 5 6/26/2003 Interior 138 Gridlines G @ 3 6/27/2003 Interior 139 Gridlines E.5 @ 3 5/2712043 Interior 140 Gridlines G @ 3 612712003 1nterEor 141 Gridlines D @ 5 612712003 Interior Z42 Gridlines B @ 5 6/271003 Interior 143 Gr'ldknes D cx 5 Elev Density (PCF) �% Mops _ti Maximum Density LEC -F-1 0 n n 4 -,, f Max Density Obtained (Reauired-) 2.5' below 127.5 141.5 90 finished base 3.'j 9$ 2.5' below 134.6 141,5 95 r'in[shed base 4.3 95 firished base 13-7.7 141.5 97 4.8 9 5 1' below 134.7 141.5 95 tnished base 3.8 95 3' below 134.1 141.5 95 footing base 3.6 95 2' below 137.9 1 97 finished bass 5 9$ z' below 134..6 141-5 g� finished base 3.8 �5 l' below 138.4 141.5 gg finished base 5 -95 1° �elcw 134.E 141.5 95 Finished base 4,2 95 finished base 139.3 141.5 98 3.8 95 finished bast 136.4 '141 _5 96 3.6 95 V below 136.1 141,5 96 fin1shed base 5.1 95 finished base finished base 141.5 141,5 Reviewed by: GEOTECHNICAL ENGINEERING & MAPERIALS rtESrtIPIG Requirement 1-Yos) OtNo RP Retest OK 1 I 1 1 1 1 i 1 =MEN � a i a NOT[[ 6 VW1j'.0 TrUING 4460 Kinds bVc-:v f3, Chubouck, Idaho 63202 -&,R 237-S4010 r' Fax 208 231-3449 REPORT TO-. BYU 1DAHO PHYSICAL PLANT BUILDING �V�J REXRURG, I'DA'HO SS440 PROJECT STUDENT HEALTH BLDG DOUBLE E CONSTRUCTION, INC. FIELD DENSITY TEST REPORT Field f Pcrformcd X (N) (SC) (N) (SC) ASTM D2922/3017 ASTM D1 556/2216 AASHTO 7238/239 AASHTO 7191 Test Location (s). Selected by: rl- � ale and Lab No. Strata Personne TLM Location Elev Field Dry &-- 1� no,���ty (PCF) (% Mols) DATE: 04116104 FILE NO- BYUIDA IN11010E N0 PROJECT NO: P02098C Applicable Laky Method X ASTM D698 ASTM D1 557 AASHTO 799 AASHTO 7180 Elevation Code FG = Finished grade EG = Existing grade SB Subbase SG = Subgrade FTG = Footing grade AC = Asphalt B + elev =BELOW that elev A + elev =ABOVE that elev Max Dens Material Description (s) (PCF) 141.5 PIT RUN W! 314" AND SAND 132.0 BASE MATERIAL 129.0 3/4" BASE Lab Ma. ^!MLIM Density PCF Percent of Max Density Obtained LRg,guired 313112004 South end slab at Subgrade 135.6 141.5 95 133 SC carrier of bl'dg 4.1 95 3131f2004 South end sidewalk Subgrade 134.$ 141.5 95 134 5.0 3/31/2004 from SE corner Subgrade 1,34.4 135 of sidewalk 4.5 41112004 Sidewalk -7 6VV of s' aF8 136 west entrance Meets Requirement 1 =Yes, O=No RP = Retest OK 1 141.595 9 13Z0 96'..95' H - WASHINGTON a GREG -c WY MING * MONTANA * UTAH * NEVADA Date and Lab No. Location Elev Field Dry Density (PCF) (% Mois) Lab Maximum Density (PCF_ Percent of Max Density Obtained Re sired Meets Requirement 1=Yes, O=No RP = Retest OK 411/2004 Curb 1 O'S & 15'W of 6' QF$ 126.5 132.0 96 1 137 west entrance 3.4 95 4/2/2004 Curb 10'S & 16W of Finish base 123.5 129.0 96 1 1:s8 Sta 5,414 5.5 95 4/2/2004 Curb 10'S & 15'W of Finish base 123.6 129.0 96 1 139 Sta 510 6.9 6.6 95 4/2/2004 Curb 10' S & 15'VV of Finish base 123.8 129.0 96 1 140 Sta 522 6.9 7.3 95 4/2/2004 Curb 10'S & 15'W of Finish base 125.6 129.0 97 1 141 Sta 526 5.0 7.3 95 G1612004 Sidewalk; 50'W of Finish ease 123.8 129.0 96 1 142 East 2nd Street 7.3 95 4/6/2004 Sidewalk; 150'W of Finish base 122.6 129.0 95 1 143 East 2nd Street 6.7 4.1 95 411312004 Curd & gutter 10' S Finish base 922.E 129.0 95 1 144 from NE corner of bldg 3.8 915 4/13/2004 Curb & gutter 60' S Finish base 123.9 129.0 96 1 145 from NE corner of bldg 3.0 95 4/13/2004 Curb & gutter 100' S Finish base 122.9 129.0 95 1 146 from NE corner of bldg 4.1 95 4/13/2004 Curb & gutter 20' E Finish base 124.5 129.0 97 1 147 from SE corner of bldg 3.6 95 411312004 Garb &gutter 70' E Finish base 124.1 129.E 96 1 148 from SE corner of bldg 3.8 95 4/14!2004 Ditch at S side of bldg. Finish base 134.4 147.5 95 1 149 4.7 93 411412004 Sidewalk at the east Finish base 127.7 132.0 97 1 150 4.6 95 EOTEOHN ICA+ �ENGiNECFIIN6 S MATERIALS TESTING and Lab No. 4114/2004 151 4/14/2004 i52 4/14/2004 153 4/1 412 0 0 4 154 4!14/2004 155 4/14/2004 156 Location Elev(% F41eld Dry Lab rercenl of nmnqitv nnpxam„lm may ne►,sit„ (PCF) Density Obtained M 0'1'§(PCF.) (Required Meels RpnuiremPnt I —Yes, O=No RP � Retest OK Sidewalk at the east Finish base 129.4 132.0 98 1 3.8 95 Sidewalk at the east Finish base 130.4 132.0 99 1 4.3 95 Sidewalk at the east Finish base 127.6 132.0 97 1 2.7 95 Sidewalk & parking lot Finish base '128.2 13Z0 97 1 3.1 95 Sidewalk & parking dot Finish ease '128. 132.0 97 1 3.2 95 Sidewalk & parking lot Finish base 128.9 132.0 98 1 Reviewed by. - S R a T a 411 GEOTE 1 MCAL ENGINEERING MATERIALS TESTING