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Freeport NIP(7.6)-LR010123 (2) REPORT OF ASPHALT CONCRETE MIX DESIGN Reynolds ~phalt At=ention: Gary Reynolds Poet office Box 370 Euless, TX 76039 ~OJ~iTNO_- 9710926 KEZORT NO~ 025145 ~O~C~: TYPE 'D' SURP~CE COURSE DA1'~OFS~C~-- 5/02/2000 H~.~C DESIGN-TXDOT ITEM 340 A~O~.~2~A~ON: Greg Evans P~RCHASE ORDER NO. 3S791 REPORTDATF~ 6/13/2000 ~/~F~S: Process and perform and asphaltic concrete pavement deGi~ for an Item 340, Type"D" prepared for the Reynolds Asphalt and Construction co. REPORT OF TESTS Gentlemen: We are subm£~ting herewith the m£xture design for tho T~D Item 340,. Type "D" Ho~ Hix Asphaltic concrete Pavement for ReynoLds Aspha~ and con~ru¢~£on company, Producer. It ~as been a pleasure performing ~his design for you. Please let us know if we can be of further assistance on this or other projects. Report Of Tests Continued On Page 2 Reynolds Asphalt P~ORT NO. 025145 PHOJ~CTNO. 9710926 PAGE 2 OF 2 DATE OF SF~%~CF~ 5/02/2000 I~EPORT OF TESTS ASPHALT CONCR~E~ HIX DESIGN P~EPARED FOR THE REYNOLDS ASHPALT and CONSTRUCTION COMPANY EULE$S, T~XAS Design : 025145 Item : TxDot 340, 1993 Specifications TYPE : "D' Surface Course Lewisville, Saginaw and Euless Plants Hector Barajas, TxDOT Ce=t #779 Techn£c£a~, TxDOT Cert # T~ B~gq~e, CET. Off£ce Manager ~Material Pr?pe__rties ~jStrict: 'Reynolds Asphalt CSJ #: plant Sales Producer: Reyn. o./ds Asphalt ICounly: ' Various '" Design #: 025145 Spec. Item: 340 IHighway:., Various Con{ractor: Reyn.o!ds Asphall Type_Mix: Type TX! Tx, DOT I'xIX)T TX! "17' Peek ge..,~min~s TXI Ciclone Sand Test # gp~lflc&linn I~idgclx~ Tx. Bddselx~Tx. Puadise Tx. Stockpile ~,,~_~, ~,,,'~ r.,,-,..,, ,.~ ,d,,, o.' ... ' ....... _Polish Value, r~-431-A Min 32 L~s An;cl~s Al~bn r~c.41o-~ 3~ la~x 32 C~tushcd Faca Co~n! rmt-460-A 85 Min Tust .rme_ARF. J-e~atc~ _ _ Test Combined Al[m'e~nte Result TX, DOT TxDOT Test ~.,~ i r,,,.,~,.~'.". ![ o.,o 1,;;~'1 . [ Lt~ndo,~ I~T,x-m-c [ 0.30 I~,x I to Linear Shrinkage TXI CS Screenings: 0% C O251450,W Vee. l.O Rev 3-1-~6 09:27 AM ............. m I--~'om~bined Grada_tion j bDistrlct: Reynolds Asphalt ¢,~ #: Plant Sales Producer: Reynol~'~"Asphalt I ICoun~. Various Design ~, 025i~,$ Spec. Item 340 " HL~_g_hwaY: ~adous Contractor: Reyn01d~ Aspha.!! .Type Mix: Type "D' TXI TXI "D" Rock Screenings TXI Clclone 8and Total % 100.0 e,ldo.po,I T~ .. ~,,~ IT°'ai Bi.,3 '"1 Yot~i Bi.,~'I ?" ~ IT I I ~"'~'~' [~ I Sieve Bin #t I Total' Brldgeporf,Tx, Paradise T,x. ' T Bin # oral Bin ~6 "Total Cumultive TxDOT I umul. 7/8"Size 100.051'0' % , 27.0l % 12.0l % 0..01% O.01% P.ss specs~ t Ret, i R.~.1, , . ,~oo'.o 12.o o.o lOO.O o.o lOO.O o.o lOe. OlOO- lOO ~o.o~ o.o~ 61.0 ~00.0 27.0 518"1/2. 100.0100'0 81.06i'0 100.0 27.0 100.0 1:2.0 0.0 100,0 0.0 100.0 O.O 1000 100. 100 100.0 27.0 100.0 12.0 0.0 100.0 0,0 100.0 0.0 100.0 100- 100 I 0.0/ 0.01 3/8" 98.3 80.0 100.0 27,0 100.0 12,0 0.0 100.0 0.0 100.0 0.0 99.0 85- 100Il 1.0// 1.011 ~1 29.9 18.2 99.8 26.9 99,9 12.0 0.0 100.0 0.0 100.0 0.0 57.1 50- 70 //10 4.7 2.9 86.2 23.3 99.1 11.0 0.0 100.0 0.0 100.0 0.0 38.1 32- 42 I 19.0~==~,~ #40 2.6 1.e 39.8 10.7 96.9 11.6 0.0 100.0 0. D 1000 0,0 23,9 11- 26 I 14'21 76'11 #80 2.3 1,4 18.5 5.0 82.4 7.5 0.0 100.0 0.0 100.0 0.0 13,9 4- 14 I 10'0l 88'11 I~00 2.1 1,3 10.7 2.9 6.0 0.7 0.0 100.0 0.0 100.0 0.0 4.9 I - 6 9.0 Pan 4,9 Asphalt. Conlenl of RAP tn Bin ~. 1(If Applicable) = [Asphalt Source & Grade: TOTAL AC 64-22 SP.GR. 1.016 NOTES: [District: Reynolds ASphalt CSJ #: Plant Sales Producer: Reynolds Asphalt ICounty: , Various Design #: 025145 Spec, Item: 340 [Highway:.. Various Contractor: Reynolds Aephalt Type Mix: Type "D" Static Creo~ Test J , , , ,, : .... Perrnanen! Slope of Asphalt SP. Grav.' Maxim[l~n Effective T~0'retiCal Density HVeem Creep Strain SS Curve Content of Specimen' Sp. Grev. Gravity Vlax, Sp. Gl(From Gt) VMA Stability Stiffness x 1,000 x 100,000,000 % Ga Gr Ge Gt % % % (..Psi) (In,lin.) .(In./In./S. ec. 4.0 2.326 2.496 2.657 ' '2.~96 ' '93.2 16.0 54 5.0 2,356 2.457 2.655 2.458 95.8 15.8 53 6.0 2,376 2.423 2.658 2.422 98.1 15.9 45 7.0 2.369 2.387 99.2 17.1 28 8..,0 2.361 ..... 2.3,53 ....100.3 18.2 TLTC Interpolated .'/....slues at opfl~_ am dens! ,W' o,f:,, , 96..0 % .. 15:8 52 , Effec~ ive Spec. Gr. (Ge)= 2.657 Optin,um Asphalt Content= [[_ . 5.1% _. VMA (~ Optimum Asphalt Content = t$ ' ' c 0251450.WK4 Ver. 1.0 Rev 3-1-96 09:26 AM 06/13/2000 [Asphalt Content -VS- DensityI I CSJ #', Plant Sales · ...... I 102.0 100.3 I 100,0 - ~ 99.2 ) ell 96.0 - ~5. ~.0 - n~ 92.0 I I I I I 3.0 4.0 S.o s.o ?.o 8.0 9.o Asphalt Content (%) Vadou~ Co, H~y, Various Demlgn #: 025145; T~l~e Type"D" IAsphalt ............. Content-VS-VoidScsJ ~: ~,~in ,~,,Mineral Aggregate ......... (VMA)I 19.0 ~J ~J 0 D- 18.2 C 17.0 - 0 3.0 4.0 5.0 8,0 7.0 8.0 9.0 ~phaE C~e~ (~) ~- 0.45 Power Gradation Chart CSJ ~ Plant Sales ~ 40 __ ~.1_ Sieve Sizes (Raised to 0,45 Power} ~ ~0 ~0 ~10 ~ 3~" 1~" 518" 718" 0.075mm 0.425mm 2.0mm 4.75mm 9.Sram 12.5mm 16.0mm 22.4mm ~ 0.1~m O ~ l: 0~145; T~ T~'D" ~ ~ Upper S~c. LIm~ ~ L~r Spec. Lim~ ~ Combined Gra0aflon C