Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Freeport NIP(7.6)-LR010123
REPORT OF ASPHALT CONCRETE MIX DF. SIGN Reynolds Asphalt Attention: Gary Re~nolds Post. Off~¢e Box 370 Euless, TX 76039 Pt%OJECTNO.: 9710926 ~EPORT ~K).: 02S146 T~PE "B'BASE COURSE HMAC DATE OF SEH%~CF~ S/02/2000 DESIGN- TXDOT ITEM 340 A~IOPJZ~ON: Greg Evans PURCHASE O~DER NO. 3S791 ~J~K)KTDATF~ 6/12/2000 Process and perfo=m an asphaltic concrete pavement design for an Item 340, Type B p~ed for the Reynolds ~phal= ~d ~nstruction ~. REPORT OF TESTS Gentlemen: We are su~£tting herew£th the mixture des£gn ~or the THD Item 340, Type "B" Hot Mix Asphalt£¢ Concrete Pavement for Reynolds Asphalt and Conscruc=£on Company, Producer. I~ has been a p~easure performing ~h£s dea£gn for you. P~ease let us know if we can ~e o~ further assistance on this or other proje¢=e. Report O~ Tests Continued On Page 2 ,Jan ;'3 01 05:55p Re~noIcls Rsph<,. & Const.. (817)2S?-?0Z2 p. 12 Reynolds Asphalt i~EPORTNO. 025146 t"IOJECTMO. 9710926 PAGE 2 OF 2 DAT~OFS~t.V[C~ 5/02/2000 REPORT OF TE~TS ASPHALT CONCR~TS MIX DESIGN PREPARED FOR THE REYNOLDS ASHPALT and CONSTRUCTION COMPANY EULESS, TEXAS Design : 025146 Item : TxDot 340, 1993 Specifications TYPE : "B" Base Course Lewisville, Saginaw and Euless Plants T~im~ian: Hector Barajas, TxDOT Cert 9779 Technician, TxDOT Cert$ ~ D~ibu~oa: lice ~ger [District: Reynolds Plant CSJ #: Plant Sales Producer. Reynolds Asphalt J [County: Various Design #: 025146 Spec.Item: 340 I IHJghwa. y: Vadous Contractor: Reyno.!ds AsPha. lt ~peMix:. Type "B" TzDOT Tx. DOT TX[ "B" Rock TXI "D" Rock Test # Specification Bridgeport Tx. gtldgcpm, I Tx. Bridgepo~ TX. Paradise Tx. Stockoilc ~,~,~o, '" r~.~.~ ~.~ ~,,, .... o.~ ..... L~. i ................ Polish yaluo l'~t.43[.A Mtn 32 32 ....... [x~ Angeles Abr&~ .. 1'e~-410-A 35 Ms~ 32 32 Crashed Face Cetmt T~'46G'A ~ 85 Mia 100 100 ' ' .edd... 1.dex '" re~22~-v ~ 'Max " - Test Fine / eja;rcgate Remit ILi~s~'~'se ~j it'~o~-sill IL ~ IM,~ i o;, I Test Combined ^RRrcRate ~,';~ ii ltex-2o~-~ Ii 451 IMin-j i ,~ I TXIX)T 'P, EX)T Test Total Mixture To,t# sl=i~l~. Io~,i,,a,~. -.~ i,] I~==-ns-c _11 0.~o' Im,,~ I Linear Shrinkage TXl C8 Screenings ;: (T25146B.W Ver. 1.0 Rev 3-t-96 09:04 AM ........... *' [_C0mbjned Gradation _ ~1 ' 'J~eynold$ Plant CSJ ~. Plant 8ales Ploducer:. Reynolds Asphalt .i ' Various Design #: 025146 SI)ec.l[em 340 {~ighvvay;.. Various Contractor. ReynOlds Asphalt .. Typ?Mix:.Type"B" TXI TXI "B" Rock TXI "D" Rock Screenings TXI Cyclone 8and Total% Br!dgeport Tx. Brldliepod Tx. .BridgeportBin ;~:~ TX.Total Paradise Tx, ' Bin #5 Tota n it6 Total Cumultlve100'0 TxDOT Indlvl(~. '1 I I;:' 1 '1 o.o, Size .... 37.0 %. __ 27.01. % ,2,5.0 .... % 11.0 0.0 1" 100,0 37,0 100.0 27.0 t00.0 26.0 100.0 11.0 100.0 0. .0 I 100- 100 0,0 0.0 7/8" 98,3 36.4 100.0 27.0 100.0 25,0 100.0 11.0 10O.0 0.0 100,0 0.011 . 05- 100 I 0'61 0'61 5/8" 60.8 22.5 100.0 27.0 100.0 25.0 100.0 11.0 100.0 0.0 100.0 0.0 85.5 75- 95 I 13.9~ 14.5I 3/8" 7.~ 2.8 98.3 26.5 100.0 26.0 10o.0 11.0 100.0 0.0 100.0 0.0 65.3 60 - 60 I 2°'2/ 34'TI J4 2.5 09 29.9 8,1 99.8 25.0 99.9 11.0 100.0 0.0 100.0 0.0 45.0 40- 60 I 20.3 5~=~ #10 2.0 0.7 4,7 1,3 86.2 21.6 99.1 10.9 100.0 0.0 100.0 0.0 34.5 27- 40 I 10.5 ~J~ · 40 1.7 o.6 2.8 0.7 39.8 10.0 06.9 10.7 100.0 0.0 100.0 o.o 22.o 10- 25 I 12'61 7a'_°1 ~80 1,5 0.6 2.3 O.8 18.5 4.6 62.4 6.9 100.0 0.0 100.0 0.0 1:2.7 3- 13 1200 1.4 0.5 2,1 0.0 10.7 2.7 6.0 0.7 100.0 0.0 100.0 0.0 4,5 1 - 6/ 8.2 1 loo. ol =an 4.6 ~,sphalt Content of RAP in Bin # t(1! Applicable) = AsPl~'~-~' Sour, e & Grade: TOTAL AC 64-22 SP.GR. 1.016 j NOTES: wtrict: Reynoicls Plant CSJ #: Plant Sales Producer. Reynolds Asphalt n!Y: Various De~,lgn #: 025146 Spec. item: 340 ay: Various Contractor. Rey.nolds Asphalt Type Mix: Type "B" Static Creep. Te~t .... permanent Slope of A~phalt Sp. Grav. M~ximu'~ Effective Tl'{~)retical "Density Hveem Creep Strain SS Cuo~e Content of Specimen Sp. Orav. Gravity Max. Sp. Gr (From Gt) VMA Stability Stiffness x 1,000 x 100,000,000 % Ga Or Ge Gt % % % (Psi) (In./In.) (In./In.ISec.) 3.5 '~'.336 " 2.510 '~.651 2.512 93.b 15.1 "' 5~: 4,5 2.380 2,479 2.659 2.474 96.2 14.4 60 5.5 2.397 2,435 2,650 2.438 98,3 14,6 55 6.5 2.402 2.402 100.0 15.4 25 7.5 .2.374 2.3.68 100.3 17,,:,3, T,L, TC ...... ~ Interpolat~ values at .o..ptimum den_~ of: 96.0 % 14.4 60 . . ., Effective Spec. Cst. (Ge)= 2.654 Optimum Asphalt Content=IL.....4 4 % Il VMA ~ Optimum Asphalt Content= t4 025146B,WK4 Vet'. 1.0 Rev 3-1-96 09:43 AM 06/09/2000 {: IAsphalt Content -VS- DensityI ...... -csJ #: P~"" ~'"*' - 7. ..... ! 102,0 Asphalt Content -VS- Voids in Mineral Aggregate (VMA) ........... ,csJ #: P~.r~, s~-, ...... 18.0 17.3 16.0 -- 15, 15,1 15.0 -- 14,6 ~4,o i I I I 3.0 4.a 5.0 ~.0 7.0 e.o ~ph~ C~te~ (%) cs~ #: ~.t s.o, Stability ~. lAsphalt Content-VS-Hveem ~_ I I I _ 3.0 4 o 5.o s.o ?.o s.o Asphalt Content (~) I 0.45 Power Gradation Chart CSJ if: Plant Sales ,,. ~ ... Si~e SiZes (Raised to 0.45 P~er) ~00 ~0 ~0 ~10 ~ 318" 518" 7~8" 1" 0.O7~ mm 0,425 mm ~.0 ~ 4 75 mm g.5 ~ t6.0 ~ 22.4 mm ~,0 mm 0.18 mm Design ~' 025146',,~y~,, Type,,..~,~ I Upper Speo. Limit . Lower Spec. LImR ~ Combin~ Gradation