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ST9905-SP070223 (3)TEXAS DEPARTMENT OF TRANSPORTATION Combined Gradation HMACP MIXTURE DESIGN :COMBINED GRADATION Refresh Workbook ~.~_ ,.__.__. ,.~,..,,... . SAMPLE ID: HBR18APACT0778 SAMPLE DATE: LOT NUMBER: MIX DESIGN LETTING DATE: STATUS: COMP CONTROLLING CSJ: COUNTY: DALLAS SPEC YEAR: 2004. SAMPLED BY: SPEC ITEM: 341 SAMPLE LOCATION: SPECIAL PROVISION: MATERIAL: 340CM0000 MIX TYPE: 1TEM340 'B Fine .Base PRODUCER: APAC-Texas, Inc. AREA ENGINEER: PROJECT MANAGER: COURSEILIFT: BASE STATION: DIST. FROM CL: CONTRACTOR DESIGN # : " 49-TXBR-06 lion ._ # Not within specifications # Not cumulative Asphalt Source & Grade: Valero PG 6422 Binder Percent, (°k): 4.1 Asphalt Spec. Grav.: 1:015' _... _.. _- ___ Antistripping Agent: AKZO-NOBEL Kling Beta 2550 HM Percent, (%): 1 BIN FRACTIONS Bin No.1 Bin No.2 Bin No.3 Bln No.4 Bin No.S Bin No.6 Bin No.7 Aggregate Source: RAP Txr Txi rxl Nanson Aggregate Number: oosw4s oosoMS oo50445 sand Sam le ID: p RAa rypa ~a• Type "D' screenings Fems, TX Combined Grad. Rap?, Asphalt%: ves 5 0 Total Bin Individual Bin(%): .30.9 Percent 32.0 Percent 15.0 Percent -17.0 Percent 60 Percent Percent Percent 100.0% Laver&Upper Steve S(Ze: Cum.% Passing Wtd Cum. % Cum.% Passing Wrd Cum. % Cum.% Passing Wfd Cum. % Cum.% Passing vwd Cum. % Cum.% Passing YWd Cum. % Cum.% Passing Wtd Cum. % Cum.% Passing vvtd Cum. % Cum. % Passing Specification Limgs Within Spec's 1-1/2" 100.0 30.0 100.0 32.0 .400.0 15.0 .100.0 17.0 100.0 6.0 0.0 0.0 100.0 100.0 100.0 Yes 1" 400.0 30.0 100.0 32.0 100:0:. 15.0 100:0 17.0 .100:0 6 0 0.0 0.0 100.0 98.0 100.0 Yes 3/4" 100x0 30.0 902 28.9 100.0 15.0 100:0 17.0 ` 100.0 6 0 0.0 0.0 96.9 84.0 98.0 Yes 3/8" 97:3 29.2 24,9 8.0 99.0 14.9 ' 100.0 17.0 100:0 6.0 0 0 0.0 75.0 60.0 80.0 Yes No. 4 68:8 20.6 10`.7 3.3 3$:9 5.8 99.2' 16.9 100:0 6 0 0.0 0.0 52.6 40.0 60.0 Yes No. 8 38:9 11.7 3'6 1.2 8:9 1.3 $7 3 14.6 9¢:8 5 8 OA 0.0 34.8 29.0 43.0 Yes Na.30 25.9 7.8 2.0 0.6 2.5 0.4 48.6 8.3 $6.t 5.2 OA 0.0 22.2 13.0 28.0 Yes No. 50 20.9 6.3 4.5 0.5 1:8` 0.3 29.5' 5.0 `60:2 3.6 0.0 0.0 15.6 6.0 20.0 Yes No. 200 4:3 1.3 1.0 0.3 -1.1 0.2 59 1.0 4.5 0.3 0.0 0.0 3.0 2.0 7.0 Yes Remarks: Designed by David Morton of APAC-Texas; inc.(Level 2 Cert. No. 390) Test Method Tested By. Tested Date. Page 1 of 1 .... _ _ ............... r1 C Q N L ~ m .1 W N N 'p ~ C.m yL ~ O L ' ~~ U YY 3 N O C N C Q ~ O_ C C N m p° K f6 ~ N ~ V •" y cLic cd~o°uv- La° t'-' = E N fn ll1 'p m Q d.C A ~ CJ o =~~ ~o v ~ LI I ~ ~ to o c c ~ coi s m °c ~ c m i - c a o ~ . o• o CL LLO E-°w' o ~ `aE c m~ c otl ^ ^ O ~ 'U V C ~ C m O ~ ~ C d) ' E~ c cs rn..- •- L a ~. in c ~m~Om~c~c ~._ O Q d _ ~ Y ~~~dNr Qrr O N' O Z ~" O~ ~ C O U L N .~ fn O Y 3 Of O ~ ..-. to . y .~/~ ~~ J UJ m W Cn - 0 ~,~~ ~ ~ cn ~ E rn-~ c~ a p -C •~ p rn N > >~ c oc~ ~ .~~~ _.~~-~~ o ~ ~r ~~_ N W W W , _ U C ~ O Q) 'O ~~ O c a~ ' O N• O 'O O ^ C.bv ~owcoi°i~rdcu`oaE o c~ 2/6/2007 Reviewed By: Completed Dale: Authorized By: TEXAS DEPARTMENT OF TRANSPORTATION COURSEU.IFT: BASE STATION: DIST. FROM CL: CONTRACTOR DESIGN # : 4&TXBR-O6 Bin No. t = 30 % Bin No.2 = 32 % Bin No.3 = 15 % Bin No.4 = 17 % Bin No.S = 6 % Aggregate Source: iuP Txi Txi Txi Henson Aggregate Number. OOSOa45 ao5aaa5 0550x45 Sand Sample ID: RAP Type "9" Type "D" Sueemes Ferris, TX Test Name SiteMeneger Test Template Test Method Specincation Requirement Result Sample ID Result Sample ID Result Sample ID Resuk Sample ID Result Sample ID Resuk Sample ID Result Sample ID Stockpile Decantation Tx217 Tex-217-F 1.5 Max. 1.30 Rap 0.40 Type"B" 0:30 TYPe'D' Deleterious Matz Tx217 Tex-217-F 1:5 ' Max. 0 30 Rap 0 DO `. Type:"B" q00 'Type "d, Surface Aggregate ClassiFlcatlon Tx4AgClas Tex•438-A TexS12-J B Min. B g• lope" B T _ p, Ype" g Screenings , Magnesium Sukate Soundness Tx411M Tex-411-A 30 Mex. 74.00 Type "8" 14.Oq TYpe `©" 14 00 Sueenings LA Abrasion Crushed Faces Court Tx410 Tx460 Tex-410-A Tex-460-A 40. 85 Max. Min. 23.00 .100.00 Type "B" Tyyse `B" 23:O4Y .100.06 Type'd' Type "{7 ` .23:00 Screenings Flat 6 Elongated Tx280 Tex-280-F 10 Max. ~ ~=--.. 0 p0 ' Type "8" 0:00 fl Type "~ ~; ~ :a ~ ~~_ ne r ate Bar Linear Shrinkage Tx107 Tex-107-E 3 Max. _ar_ 0.00 " ScreeomOs 000 Sand _ ,,'.: om ne ate Sand E uivaNnt Tx203 Tex-203-F '45 Min User Defined Testing 8B 00 ~ ~ ~.,,~.. Y _y: .fig, x.. ; , _ -x,. ~ - r " ' ?` ""~ " ~:.'' ."` th d - - o s, Use this area to enbr any test me l to this 8 t t k th t k i f y es resu a app spae iw ona a maNrial(a) but are not not listed above. Remarks: HMACP MIXTURE DESIGN :MATERIAL PROPERTIES TEXAS DEPARTMENT OF TRANSPORTATION HMACP MIXTURE DESIGN :Aggregate Classification File Version: O6/15/Ofi 15:19:42 SAMPLE ID: SAMPLE DATE: LOT NUMBER: LETTING DATE: STATUS: CONTROLLING CSJ: COUNTY: SPEC YEAR: 2004 SAMPLED BY: SPEC ITEM: 341 SAMPLE LOCATION: SPECIAL PROVISION: MATERIAL: MIX TYPE: ITEM340 B Fine_Base PRODUCER: APAC-Texas, Inc. AREA ENGINEER: PROJECT MANAGER: COURSE\LIFT: BASE STATION: DIST. FROM CL: CONTRACTOR DESIGN # : 49-TXBR-06 Aggres~ate Classification Bin No.1 = 30 % Bin No.2 = 32 % Bin No.3 = 15 % Bin No.4 = 17 % Bin No.5 = 6 Aggregate Source: RAP Txi rxi Txi Hanson Aggregate Number: ooso445 0050445 0050445 Sand Class (A) Rock (Y/N): ~ _ ~ a., ~. -, a. - ~ ~ .~.... _._. .~ Sieve Size: ~- ~.- ..~ ~. _ di id l R t % I ,_ .~ ~ ,. Individual Ret % _ _ - _.... Individual Ret % _ Individual Ret % , Individual Ret % Individual Ret % Individual Ret Passin g - Retained v e ., n ua ., ., ., ., ., ., - 1-1/2" 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1-1/2" - 1" 0.0 0'.0 0.0 0.0 0.0 0.0 0.0 1" - 3/4" 0.0 3.1 0.0 0.0 0.0 0.0 0.0 3/4" - 3/8" 0.8 20.9 0.2 0.0 0.0 0.0 0.0 3/8" - No. 4 8.6 4.7 9.0 0.1 0.0 0.0 0.0 No.4 - No.8 9.0 2.1 4.5 2.0 0.2 0.0 0.0 No.8 - No. 30 3.9 0.5 1.0 6.6 0.6 0.0 0.0 No. 30 - No. 50 1.5 0.2 0.1 3.2 1.6 0.0 0.0 No. 50 - No. 200 5.0 0.2 0.1 4.0 3.3 0.0 0.0 No. 200 - Pan 1.3 0.3 0.2 1.0 0.3 0.0 0.0 Total: 30.0 32.0 15.0 17.0 6.0 0.0 0.0 Percent of plus No. 4 9.4 28.7 9.2 0.1 0.0 0.0 0.0 Percent of plus No. 4 from class (A) Rock: 0.0 Total Percent of plus No. 4 47.4 Percent of plus No. 4 from class (A) Rock: 0.0 Remarks TEXAS DEPARTMENT OF TRANSPORTATION HMACP MIXTURE DESIGN :WEIGH UP SHEET File Version' Ofi;i5:0E 15.79.42 SAMPLE ID: HBRIBAPACT0778 SAMPLE DATE: LOT NUMBER: MIX DESIGN LETTING DATE: STATUS: COMP CONTROLLING CSJ: COUNTY: DALLAS SPEC YEAR: 2004 SAMPLED BY: SPEC ITEM: 341 SAMPLE LOCATION: SPECIAL PROVISION: MATERIAL: 340CM0000 MIX TYPE: ITEM340_B_Fine_Base PRODUCER: APAC-Texas, Inc. AREA ENGINEER: PROJECT MANAGER: COURSEILIFT: BASE STATION: DIST. FROM CL: CONTRACTOR DESIGN # : 49-TXBR-06 Aggregate Weight: 5,000.0 grams 4.1% Asphak by Weight of Aggregate: 213.8 grams 4.1 °h Asphalt by Weight of Aggr: 213.8 grams Less Asphalt by Weight of RAP Aggregate: 78.9 grams Total Weight: 5213.8 grams (Valero PG 64-22) Asphak to Add: 134.8 grams Bin No.1 = 30 % Bin No.2 = 32 % Bin No.3 = 15 % Bin No.4 = 17 % Bin No.5 = 6 Aggregate Source: Rna TXI TXI TXI Hanson Aggregate Number: oosoa45 0050445 0050445 Sand ~ ~ ~ Sample ID: Rop Type "B" - Type "D" Screenings Ferris, TX Total m v' m ~_ ~ m Sieve Size: RAP W i ht re ate Wei ht A ate Wei ht A re ate Weight A re Aggregate Weight Weights ~.'o m ~ ~ E 'w ci ~ Passing - Retained e g g g gg g gg g gg g ;tF - 1-1/2" 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 a 1-1/2" - 1" o.o o.o o.o o.o o.o o.o o.o o.o o.o D.o p 1" - 3/4" 0.0 156.8 0.0 0.0 0.0 0.0 0.0 156.8 3.1 3.1 _ ~ 3/4" - 318" 42.6 1,044.8 7.5 0.0 0.0 0.0 0.0 1,094.9 21.6 24.6 3/B" - No.4 450.0 235.2 450.8 6.8 0.0 0.0 0.0 1,142.8 22.5 47.1 No. 4 - No. B 472.1 105.6 225.0 101.2 9.6 0.0 0.0 913.5 18.0 65.1 No. B - No. 30 205.3 25.6 48.0 329.0 32.1 0.0 0.0 639.9 12.6 77.7 No. 30 - No. 50 78.9 8.0 5.3 162.4 77.7 0.0 0.0 332.2 6.5 84.3 No. 50 - No. 200 262.1 8.0 5.3 200.6 167.1 0.0 0.0 643.1 12.7 96.9 No. 200 - Pan 67.9 16.0 8.3 50.2 13.5 0.0 0.0 155.8 3.1 100.0 Totals 1,578.9 1,600.0 750.0 850.0 300.0 0.0 O.D 5,078.9 To!al includes asphalt U Running Total: Bin No.1 = 30 % Bin No.2 = 32 % Bin No.3 = 15 % Bin No.4 = 17 % Bin No.5 = 6 % Aggregate Source: izna rxl Txt rxt Hanson Aggregate Number: 0050445 0050445 0050445 Sand Sample ID: Ra,P Type "B" Type "D" _T Screenings -- Fortis, TX TOtal Sieve Size: - ht RAP W i ate Wei ht A - A re ate Wei ht ate Weight A re Aggregate Weight Weights Passing - Retained e g g ggreg gg g g gg g > - 1-1/2" 0.0 1,578.9 3,178.9 3,928.9 4,778.9 0.0 F= 1-1/2" - 1" 0.0 1,578.9 3,178.9 3,928.9 4,778.9 0.0 j 1" - 3/4" 0.0 1,735.7 3,178.9 3,928.9 4,778.9 156.8 j 3/4" - 3/8" 42.6 2,780.5 3,186.4 3,928.9 4,778.9 1,251.7 u 3/8" - No.4 492.6 3,015.7 3,637.2 3,935.7 4,778.9 2,394.5 No.4 - No. B 964.7 3,121.3 3,862.2 4,036.9 4,786.5 3,307.9 No. B - No. 30 1,170.0 3,146.9 3,910.2 4,365.8 4,820.6 3,947.9 No. 30 - No. 50 1,248.9 3,154.9 3,915.4 4,528.2 4,898.3 4,280.1 No. 50 - No. 200 1,511.1 3,162.9 3,920.7 4,728.8 5,065.4 4,923.2 No. 200 - Pan 1,578.9 3,178.9 3,928.9 4,778.9 5,078.9 5,078.9 T'ofat incWtles asphalt t. r TEXAS DEPARTMENT OF TRANSPORTATION HMACP MIXTURE DESIGN :BULK GRAVITY FiIP Versinn~ 06115(06 15'19'42 SAMPLE tD: HBR18APACT0778 SAMPLE DATE: LOT NUMBER: MIX DESIGN LETTING DATE: STATUS: COMP CONTROLLING CSJ: COUNTY: DALLAS SPEC YEAR: 2004 SAMPLED BY: SPEC ITEM: 341 SAMPLE LOCATION: SPECIAL PROVISION: MATERIAL: 340CM0000 MIX TYPE: ITEM340 B Fine Base PRODUCER: APAC-Texas, Inc. AREA ENGINEER: PROJECT MANAGER: COURSE\LIFT: BASE STATION: DIST. FROM CL: CONTRACTOR DESIGN # : 49-TXBR-06 Bin No.1 = 30 % Bin No.2 = 32 % Bin No.3 = 15 % Bin No.4 = 17 % Bin No.S = 6 Aggregate Source: RAP TXI Txl TXI Hanson Aggregate Number: 0050445 0050445 0050445 Sand Sample ID: ,~~ RAP Type "B" Type "D" Screenings Ferris, TX SI@Ve SIZe: Individual B lk SG Individual Bulk SG Individual Bulk SG Individual Bulk SG Individual Bulk SG Individual Bulk SG Individual Bulk SG Passin g - Retained Ret., /° ° u Ret., % Ret., % Ret., % Ret., % Ret., % Ret., % - 1-1/2" 1 " - 3/4" 9.8 2.:751 3/4" - 3/8" 2.7 2.589 65.3 2:751 1.0 2.745 3/8" - No.4 28.5 2.589 14.7 2:746 60.1 2.745 0.8 2.71 No.4 - No.8 29.9 2.596 6.6 2.746 30.0 2.741 11.9 2.731 3.2 2.645 No.8 - No. 30 13.0 2.596 1.6 2.746 6.4 2.741 38.7 2.722 10.7 2.645 No. 30 - No. 50 5.0 2.596 0.5 2.746 0.7 2.741 19.1 2:722 25.9 2.645 No. 50 - No. 200 16.6 2.596 0.5 2,746 0.7 2.741 23.6 2.722- 55.7 2.561 No. 200 - Pan 4.3 2.645 1.0 2.746 1.1 2.741 5.9 2.725 4.5 2.561 Totals 100.0 2.595 100.0 2.750 100.0 2.743 100.0 2.723 100.0 2.594 Combined Bulk Specific Gravity: 2.687 Specific Gravity of Asphalt: 1.015 Remarks TEXAS DEPARTMENT OF TRANSPORTATION HMACP MIXTURE DESIGN :SUMMARY SHEET SAMPLE ID: HBRIBAPACT0778 SAMPLE DATE: LOT NUMBER: MIX DESIGN LETTING DATE: STATUS: COMP CONTROLLING CSJ: COUNTY: DALLAS SPEC YEAR: 2004 SAMPLED BY: SPEC ITEM: 341 SAMPLE LOCATION: SPECIAL PROVISION: MATERIAL: 340CM0000 MIX TYPE: ITEM340_B_Fine_Base PRODUCER: APAC-Texas, Inc. AREA ENGINEER: PROJECT MANAGER: COURSEILIFT: BASE STATION: GIST. FROM CL: CONTRACTOR DESIGN # ~ 49-TXBR-O6 Target Density: 96A Percent Number of Gyrations: ' Mixture Evaluation ~ Optimum Asphalt Content Hamburg Wheel Tracking Test Asphalt Content Specific Gravity Of Maximum Specific Effective Gravity Theo. Max. Gravity Speci Density from Gt VMA (Percent) Indirect Tensile Strength (psi) Number of cycles Rut depth (mm) (%) Specimen (Ga) Gravity (Gr) (Ge) (G (Percent) 3.0 2.438. 0.000 2.607 93.5 13.7 3.5 2.441 2::5$4... 2.737 2.586 94.4 14.0 4.0 2.456 2:5fi5 2.739 2.565 95.7 13.9 126.3 10,60Q 5.45 4S 2.4$1 2.547 2.742 2.545 97.5 13.5 5:0 2.48 0.000 2.525 98.4 13.8 Effective Specific Gravity: 2.740 Optimum Asphalt Content : 4.1 VMA @ Optimum AC: 13.9 Interpolated Values Specific Gravity (Ga): 2.460 Max. Specific Gravity (Gr): 2.562 Theo. Max. Specific Gravity (Gt): 2.562 Estimated Percent of Stripping, %: p r. 'rve ~~~ r?~ttaf'Lirie Lower 5pecifcation Limits Upper Specification Limits