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ST9905-SP070223 (2)TEXAS DEPARTMENT OF TRANSPORTATION Combined Gradation HMACP MIXTURE DESIGN :COMBINED GRADATION Rafrach Nlnr4hnn4 ~ e e.. ~..., SAMPLE ID: HOD01APACT0601 SAMPLE DATE: LOT NUMBER: LETTING DATE: STATUS: COMP CONTROLLING CSJ: COUNTY: SPEC YEAR: 2004 SAMPLED BY: SPEC ITEM: 340 SAMPLE LOCATION: SPECIAL PROVISION: MATERIAL: MIX TYPE: ITEM341 D Fine Surface - - - PRODUCER: APAG-Texas, Init. (6S-TxD-05) AREA ENGINEER: PROJECT MANAGER: COURSEILIFT: ''Surface STATION: DIST. FROM CL: Bln No.1 Bin No.2 ~gregate Source: Txl Txl gregate Number oo5pa4s' oosoaas Sample ID: Yypev" screenings Rap?, Asphalt%: _. # Not within specifications # Not cumulative Asphalt Source & Grade Valero PG64-22 Binder Percent, (%): 4.8 Asphalt Spec. Grav. 1.012 Antistripping Agent: AIC~O-NQBEL Kling Beta 2550 HM Percent, (°h): 0.75 Remarks: Design by David M. Morton (APAG-Texas:, Inc.) Level2 #390. ~ ~ o N ~ ~ s •~ m m y ~ ~. ~,~~v~a~"c'~yLnYo Test Melhotl: Tested By Tested Date. 1 c; W G > a~ t f.>• Oa rn o3 N »- N BIN FRACTIONS BIn No.3 Bln No.4 Total Bin Combined Gradation Individual Bin(°h). ..57.p Percent 33:0 Percent 90.0 Percent Percent Percent Percent Percent 100.0% LowerBUpper SIeVe SIZe: Gum. % Passing wrd Cum. % Cum.% Passing tMd Cum. % Cum.% Passing Wrd Cum. % Cum.% Passing Wtd Cum. % Cum.% Passing Wrd Cum. % Cum.% Passing Wtd Cum. % Cum.% Passing Wrd Cum. % Cum. % Passing Specificagon Limits Within Spec's 3/4" 100.0. 57.0 100.0. 33.0 100.0 10.0 0.0 ' 0.0 0.0 0.0 100.0 100.0 100.0 Yes 112" 99;4 56.7 100A 33.0 1p0:0 10.0 . 0.0 0.0 0.0 0.0 99.7 98.0 100.0 Yes 3/8" 9fi.8 55.2 100.0 33.0 t00.D 10.0 0.0 0.0 0.0 0.0 98.2 85.0 100.0 Yes No. 4 - 36;0 20.5 99.2 32.7 99.9 10.0 0.0 0.0 0.0 0.0 63.2 50.0 70.0 Yes No. 8 47 2.7 81.3 26.8 99.2 9.7 0.0 0.0 OA 0.0 39.2 35.0 46.0 Yes No. 30 2.5 1.4 36:5 12.0 93.0 9.3 0.0 0 0 0.0 0.0 22.8 15.0 29.0 Yes No. 50 2.0 1.1 26A 8 4 68.3 6.8 0.0 OA 0.0 0.0 16.4 7.0 20.0 Yes No. 200 10 0 6 8.3 2.7 8.9 0.9 0.0 0.0 0.0 0.0 4.2 2.0 7.0 Yes Page 1 of 1 •.:. T~ ~'_' ~ N rn ~v N `v'ac ~'- ~LJ o '~F o rn~ m o o LLM 7-' CC v ~ o~ c ~ c o rn:- o dy c Lu ~O `O~°to"O-itf`~~~o°m o E - c ~ _E ~ dcd. ~ U N m V U °~ N y ^ i ~ C -> m L= ~ rL... C dy V~~ O K ~ N d U U Os.r -- t N .r E: ~ O m 0 F-- C U C rd •C fps dy.=... aw ~ ~O <"> +-~~ 3 O) O c O U t 41 ._ W Q~ __ o~o`d3o'3~~caV/i3= . w ~m o ~.~-o ~, ~~ o ~_~~ ~ ~~ N .`°~.-E ~ ~~ °~o w ww •~ ~~ ~ ~ ~ •- o t ?-' ~~ ~.~ E c~va.c ~ ~ N ~ ^ Vv`«~L..o~v va~ccoocE 2/6/2007 Reviewed By: Completetl Date: Authodzed By. Authorized Date: TEXAS DEPARTMENT OF TRANSPORTATION HMACP MIXTURE DESIGN :MATERIAL PROPERTIES SAMPLE ID: HOD0IAPACT0601 SAMPLE DATE: LOT NUMBER: LETTING DATE: STATUS: COMP CONTROLLING CSJ: COUNTY: SPEC YEAR: 2004 SAMPLED BY: SPEC ITEM: 340 SAMPLE LOCATION: SPECIAL PROVISION: MATERIAL: MIX TYPE: ITEM341_D_Fine_Surface PRODUCER: APAGTexas, Inc. (85-TX60 5) AREA ENGINEER: PROJECT MANAGER: COURSELLIFT: Surface STATION: DIST. FROM CL: o... r.l.. ~-c~v R:n rln 7.'1't L Rin Nn ~= 1n^/. Aggregate Source: TXI ixl Hanson Aggregate Number: 005a45 0050445 sane Sample ID: ryca °o• sa.ams. Felris, ix Test Name SilaManager Tesl Template Test Method 5pec'fiication Requirement Result Sample ID Result Sample ID Result Sample ID Result Sample ID Result Sample ID Result Sample ID Result Sample ID Stockpile Decantation Tx217 Tex-217-F 1.5 Max. 0.60. Type. D Deleterious Mat'I Tx217 Tex-217-F 1.5 Max. D.00 Type D Surface Aggregate ClassiReation Tx4AgGas Tex-438-A 8 Min. B Type D D Scr9enmgs Tex-612-J Magnesium Sulfate Soundness Tx411M Tex-411-A 30 Maz. 15.Op ' Typa p 15.00 Sueanmgs LA Abrasion Tx410 Tex-410-A 40 Max. 23.00 Typo D 23;510 &creani0gs Crushed Faces Count Tx460 Tex-460-A 85 Min. 100:00 Type D Flakiness Index Tx224 Tex-224-F Mex. e re ate , _ "- ~ - ..r . _ ya,.:. w~'~ ~.~ T- ~:~~ ~_.~. .: .. Bar Linear Shrinkage Tx107 Tex-107-E 3 Max. - 000 Seteenings ; 0.00 `Sand" " om ne re ate ... ~ ~ " - csna Rn~a...ren4 T1lJfY.i Twx-90:i-F 45 Min. 82.00 CAfnbingd Remarks TEXAS DEPARTMENT OF TRANSPORTATION HMACP MIXTURE DESIGN :Aggregate Classification Gao \/orefnrr f1Rl95J09 1R 91 3R SAMPLE ID: SAMPLE DATE: LOT NUMBER: LETTING DATE: STATUS: CONTROLLING CSJ: COUNTY: SPEC YEAR: 2004 SAMPLED BY: SPEC ITEM: 340 SAMPLE LOCATION: SPECIAL PROVISION: MATERIAL: MIX TYPE: ITEM341 D Fine Surface PRODUCER: APAC-Texas, Inc. (65-TXD-05) AREA ENGINEER: PROJECT MANAGER: COURSE\LIFT: Surface STATION: DIST. FROM CL: Aggregate Classification Bin No.1 = 57 % Bin Not = 33 % Bin No.3 = 10 Aggregate Source: rxi Txi Hanson Aggregate Number: 0050445 0050445 Sand Class (A) Rock (Y/N): Sieve Size: I di l R t % id id l R t % I di Individual Ret % Individual Ret % Individual Ret % Individual Ret % Individual Ret Passin g - Retained n e ., v ua v ua e ., n ., ., ., ., ., ?? ~'"~ ~~ - 3/4" 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3/4" - 1/2" 0.3 0.0 0.0 0.0 0.0 0.0 0.0 1/2" - 3/8" 1.5 0.0 0.0 0.0 0.0 0.0 0.0 3/8" - No. 4 34.7 0.3 0.0 0.0 0.0 0.0 0.0 No.4 - No.8 17.8 5.9 0.3 0.0 0.0 0.0 0.0 No.8 - No. 30 1.3 14.8 0.4 0.0 0.0 0.0 0.0 No. 30 - No. 50 0.3 3.7 2.5 0.0 0.0 0.0 0.0 No. 50 - No. 200 0.6 5.6 5.9 0.0 0.0 0.0 0.0 No. 200 - Pan 0.6 2.7 0.9 0.0 0.0 0.0 0.0 Total: 57.0 33.0 10.0 #VALUE! 0.0 0.0 0.0 Percent of plus No. 4 36.5 0.3 0.0 0.0 0.0 0.0 0.0 Percent of plus No. 4 from class (A) Rock: 0.0 Total Percent of plus No. 4 36.8 Percent of plus No. 4 from class (A) Rock: 0.0 Remarks: TEXAS DEPARTMENT OF TRANSPORTATION HMACP MIXTURE DESIGN :WEIGH UP SHEET File Version: 0&'25!65 15:21:36 SAMPLE ID: HOD0IAPACT0601 SAMPLE DATE: LOT NUMBER: LETTING DATE: STATUS: COMP CONTROLLING CSJ: COUNTY: SPEC YEAR: 2004 SAMPLED BY: SPEC ITEM: 340 SAMPLE LOCATION: SPECIAL PROVISION: MATERIAL: MIX TYPE: ITEM341_D_Fine_Surface PRODUCER: APAC-Texas, Inc. (65-TXD-05) AREA ENGINEER: PROJECT MANAGER: COURSEtLIFT: Surface STATION: DIST. FROM CL: Aggregate Weight: grams 4.8% Asphalt by Weight of Aggregate: 0.0 grams ' 4.8% Asphalt by Weight of Aggr: 0.0 grams Total Weight: 0.0 grams (Valero PG 64-22) Asphalt to Add: 0.0 grams Bin No.1 = 57 % Bin No.2 = 33 % Bin No.3 = 10 Aggregate Source: TXI TXI Hanson Aggregate Number: oosoaas oasoaas sand Sample ID: type "D• screenings Ferris, Tx _ - Total v' a°i m d Sieve Size: A t i ht W ht t W i A A e ate Wei ht Weights ~~'- ~ ~ ~ - E ~ ~ Passing - Retained ggrega e g e ggrega e e g ggr g g ~ v ~ - 3/4" 0.0 D.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 '~ Q 3/4" - 1/2" 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 p 1/2" - 3/8" 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 318" - No. 4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ? No. 4 - No. 8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 No.8 - No. 30 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 No. 30 - No. 50 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 No. 50 - No. 200 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 No. 200 - Pan O.D 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Totals 0.0 0.0 D.0 0.0 0.0 0.0 0.0 0.0 Total Weights 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TEXAS DEPARTMENT OF TRANSPORTATION HMACP MIXTURE DESIGN :BULK GRAVITY File Version: 08125/05 15:2136 SAMPLE ID: HOD01APACT0601 SAMPLE DATE: LOT NUMBER: LETTING DATE: STATUS: COMP CONTROLLING CSJ: COUNTY: SPEC YEAR: 2004 SAMPLED BY: SPEC ITEM: 340 SAMPLE LOCATION: SPECIAL PROVISION: MATERIAL: MIX TYPE: ITEM341 D Fine Surface PRODUCER: APAC-Texas, Inc. (65-TXD-05) AREA ENGINEER: PROJECT MANAGER: COURSEILIFT: Surface STATION: DIST. FROM CL: Bin No.1 = 57 % Bin No.2 = 33 % Bin No.3 = 10 Aggregate Source: Txl Txl Hanson Aggregate Number: 0050445 0050445 Sand Sample ID: Type "D" Screenings Ferris, TX SI2Ve 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., /o u Ret., % Ret., % Ret., % Ret., % Ret., % Ret., % ~,, 3/4" - 1 /2" 0.6 2.745 1 /2" - 3/8" 2.6 2.745 3/8" - No.4 60.8 2.731 0.8 2.721. 0.1 2:631 No.4 - No.8 31.3 2.731 17.9 2.721 2.7 2.631 No.8 - No. 30 2.2 2.73:1 44.8 2.721 4.2 2.631 No. 30 - No. 50 0.5 2.731 11.1 2,705. 24.7 2.631 No. 50 - No. 200 1.0 2.731 17.1 x2.705 59.4 2.631 No. 200 - Pan 1.0 2.7.31 8.3 2.691 8.9 2.654 Totals 100.0 2.731 100.0 2.714 100.0 2.633 Combined Bulk Specific Gravity: 2.716 Specific Gravity of Asphalt: 1.012 Remarks TEXAS DEPARTMENT OF TRANSPORTATION HMACP MIXTURE DESIGN :SUMMARY SHEET File Versions G8/25f05 152'1'.36 SAMPLE ID: HOD01APACT0601 SAMPLE DATE: LOT NUMBER: LETTING DATE: STATUS: COMP CONTROLLING CSJ: COUNTY: SPEC YEAR: 2004 SAMPLED BY: SPEC ITEM: 340 SAMPLE LOCATION: SPECIAL PROVISION: MATERIAL: MIX TYPE: ITEM341_D_Fine_Surface PRODUCER: APAC-Texas, Inc. (65-TXD-05) AREA ENGINEER: PROJECT MANAGER: COURSE\LIFT: Surtace STATION: DIST. FROM CL: Target Density: 96:0 Percent Number of Gyrations: Asphalt Content Specific Gravity Of Maximum Specific Effective Gravity Theo. Max. Specific Gravity Density from Gt (%) Specimen (Ga) Gravity (Gr) (Ge) (Gt) (Percent) 4'.0' 2:436 0.000 2.583 94.3 4:5 2.445 2.561' 2.760 2.562 95.4 5.0 2'452 2.542 2.762 2.542 96.5 5;5 2:454 2.522 2.762 2.522 97.3 6'0 2.459 ; 0.000 2.502 98.3 Effective Specific Gravity: 2.761 Estimated Percent of Stripping, %: 1 Optimum Asphalt Content : 4.8 -~ VMA @ Optimum AC: 15.5 Remarks: Mixture Evaluation @ Optimum Asphalt Content r-~ Hamburg Wheel Tracking Test Indirect Tensile VMA (Percent) Strength (psi) Number of cycles Rut depth (mm) 15.3 15.4 15.6 102:75 10;000 ' 5:43 16.0 16.3 35 15 5 -5