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Home My WebLink AboutWPO200500013 Approval - Agencies Road Plan and Comps. 2020-07-27VIRGINIA DEPARTMENT OF TRANSPORTATION MATERIALS DIVISION STATEMENT OF ASPHALT CONCRETE JOB -MIX FORMULA Submit to the District Administrator, Virginia Department of Transportation. Approval must be received by the contractor from the Materials Division before work is begun. The job -mix design is approved for all projects of the Department for the type of mix and the calendar year shown below. Contractor: S.L. Williamson Company, Inc. Design Mix No.: 1695A15-17 Design Lab: North Garden Job Mix ID: 7016-2017-22 Production Year: 2017 TSR Test No.: 80 Design Type: Superpave Type Mix / Size Aggregate: SM-9.5A (50 gyration) with 15 % Rap Plant Location: North Garden Plant Phone: Materials Approval Phase A W Kind Type Size Source Aggregate 39 % 39 % Granite #8 Martin Marietta - North Garden Aggregate 25 % 27 % Manufactured Sand(Non- Polishable Aggregate) Manufactured Sand Martin Marietta - North Garden Aggregate 10 % 10 % Natural Sand Sand Aggregate Industries, Mid -Atlantic Region - Charles city Aggregate 11 % 9 % Screenings #10 Screenings Martin Marietta - North Garden RAP 15 % 15 % Recycled Asphalt Pavement Recycled-1/2 inch S.L. Williamson Company, Inc. - North Garden Asphalt Cement PG 64S-22 Additives 0.30 % 0.30 % Evotherm M1 SIEVE Approval Phase ENGLISH I METRIC Total % Passing A B Lab JMF Production JMF TOLERANCE %+or - Acceptance Range Average of 8 Testis) A B Min Max Min Max Design / Spec.Range Min Max 1/2in 12.5mm 100 % 100 % 1 % 99 % 100 % 99 % 100 % 100 % 3/8in 9.5mm 97 % 96 % 2.8 % 94.2 % 99.8 % 93.2 % 98.8 % 90 % 100 % #4 4.75mm 65 % 64 % 2.8 % 62.2 % 67.8 % 61.2 % 66.8 % 58 % 80 #8 2.36mm 43 % 44 % 2.8 % 1 40.2 % 45.8 % 41.2 % 46.8 % 38.0 % 67.0 % #30 0.6mm 22 % 22 %1 2.1 % 1 19.9 % 24.1 % 19.9 % 24.1 % 23 % #200 0.075mm 6.6% 5.2%1 0.7% 1 5.9%1 7.3 % 4.5% 5.9% 2.0% 10.0% Asphalt A.C. 5.60 % 5.60%1 0.21 % 1 5.39%1 5.81 % 5.39 % 5.81 % Lay Down Temperatures Min: 250 Max: 350 °F Muffle Furnace Correction Factor: 0.00 Lab Compaction Temperatures Min: 285 Max: 290 'F Field Correction Factor (Ge-Gsb): 0.031 Submission: Type: Part B Submitter: David Wyant Pill Weight: 4900 Date: SMA Mixes VCAonc: 6/13/2017 10:18:02 AM G: Producer Remarks: MATERIALS DIVISION ONLY VDOT Remarks: Nominal Max. Size Aggregate: 3/8" Application Rates: Min: 110 Max: 165 Ib/yd' Mix Properties at the Job -Mix Compacted Unit JMF A: 159.9 Ib/fl' VTM: JMF A: 4.0 % G .: JMF A: 2.563 Asphalt Content: Weight JMF B: 159.1 Ib/Tl' JMF B: 4.1 % JMF B: 2.549 Approved tentatively subject to the production of material meeting all other applicable requirements of the specification. . Note: Part B'Production JMF' and corresponding Material percentages will be filled out by the DME upon receipt of the additional requirements of the HMA producer within the first three lots under Section 502.01(b). Copies: Approval: Type: Status: Date: Part B Approved 6/13/2017 Form TL-127 (HMA) Rev 5/2014 VIRGINIA DEPARTMENT OF TRANSPORTATION 2019 MATERIALS DIVISION PartA STATEMENT OF ASPHALT CONCRETE JOB -MIX FORMULA Approved Submit to the District Administrator, Virginia Department of Transportation. Approval must be received by the contractor from the Materials Division before work is begun. The job -mix design is approved for all projects of the Department for the type of mix and the calendar year shown below. Contractor: S.L. Williamson Company, Inc. Design Mix No.: 1795A15RQ-19 Design Lab: Shadwell Job Mix ID: 7017-2019-22 Production Year: 2019 TSR Test No.: 80 Design Type: Superpave Type Mix / Size Aggregate: SM-9.5A (50 gyration) Plant Location: Shadwell Plant Phone: Ong Design: 2019 Materials Kind Source Approval Phase A B* Type Size Aggregate 37 % Granite #8 Luck Stone Corporation - Shadwell Aggregate 10 % Sand Sand Aggregate Industries, Mid -Atlantic Region - Queensfield Aggregate 20 % Manufactured Manufactured Sand Luck Stone Corporation - Ruckersville Sand (Non- Polishable Aggregate) Aggregate 18 % Screenings #10 Screenings Luck Stone Corporation - Shadwell RAP 15 % Recycled Asphalt Recycled-3/8 inch S.L. Williamson Company, Inc. - Shadwell Pavement Asphalt Cement PG 64S-22 Additives 0.03 % Zycolherm SIEVE Total % Passing TOLERANCE Acceptance Range Average of 8 Test(s) Design / Approval Phase A B A B Spec.Range ENGLISH METRIC Lab JMF Production %+or - Min Max Min Max Min Max JMF 1/2in 12.5mm 100 % 1 % 99 % 100 % 100 % 3/8in 9.5mm 93 % 2.8 % 90.2 % 95.8 % 90 % 100 % #4 4.75mm 60 % 2.8 % 57.2 % 62.8 % 58 % 80 % #8 2.36mm 39 % 2.8 % 36.2 % 41.8 % 38.0 % 67.0 % #30 0.6mm 18 % 2.1 % 15.9 % 20.1 % 23 % #200 0.075mm 5.6 °�1 0.7 % 1 4.9%1 6.3 % 2.0 % 10.0 % Asphalt A.C. 5.70 % 1 0.21 % 1 5.49%1 5.91 % Lay Down Temperatures Min: 200 Max: 350 °F Muffle Furnace Correction Factor: 0.41 Lab Compaction Temperatures Min: 285 Max: 290 °F Field Correction Factor (Ga Gsb): 0.043 Pill Weight: 5000 Submission: Type: Submitter: Date: SMA Mixes VCAesc: PartA David Wyant 1/9/2019 Gam` 9:26:43 AM Producer Remarks: MATERIALS DIVISION ONLY VDOT Remarks: Limited Production Not Required Nominal Max. Size Aggregate: 3/8" Application Rates: Min: 110 Max: 165 Ibtyd' Mix Properties at the Job -Mix Asphalt Content: Compacted Unit Weight JMF A: 163.3 Ib/fl' JMF B: Ib/Tl' VTM: JMF A: 4.0 % G..' JMF A: 2.617 JMF B: JMF B: Approved tentatively subject to the production of material meeting all other applicable requirements of the specification. . Note: Part B'Production JMF' and corresponding Material percentages will be filled out by the DME upon receipt of the additional requirements of the HMA producer within the first three lots under Section 502.01(b). Copies: Approval: Type: Status: Date: 2019 PartA Approved 1/10/2019 Form TL-127 (HMA) Rev 1/2018 VIRGINIA DEPARTMENT OF TRANSPORTATION 2019 MATERIALS DIVISION PartA STATEMENT OF ASPHALT CONCRETE JOB -MIX FORMULA Approved Submit to the District Administrator, Virginia Department of Transportation. Approval must be received by the contractor from the Materials Division before work is begun. The job -mix design is approved for all projects of the Department for the type of mix and the calendar year shown below. Contractor: S.L. Williamson Company, Inc. Job Mix ID: 7017-2019-22 Design Type: Plant Location: Design Mix No.: Production Year: 1795A15RQ-19 Design Lab: Shadwell 2019 TSR Test No.: 80 Superpave Type Mix / Size Aggregate: SM-9.5A (50 gyration) Shadwell Plant Phone: Ong Design: 2019 VIRGINIA DEPARTMENT OF TRANSPORTATION 2018 MATERIALS DIVISION PartB STATEMENT OF ASPHALT CONCRETE JOB -MIX FORMULA Approved Submit to the District Administrator, Virginia Department of Transportation. Approval must be received by the contractor from the Materials Division before work is begun. The job -mix design is approved for all projects of the Department for the type of mix and the calendar year shown below. Contractor: S.L. Williamson Company, Inc. Job Mix ID: 7017-2018-22 Design Type: Superpave Plant Location: Shadwell Design Mix No.: Production Year: 1795A15RQ-18 Design Lab: Shadwell 2018 TSR Test No.: 80 Type Mix / Size Aggregate: SM-9.5A (50 gyration) with 15 % Rap Plant Phone: Ong Design: Materials Kind Source Approval Phase A B* Type Size Aggregate 37 % 37 % Granite #8 Luck Stone Corporation - Shadwell Aggregate 20 % 20 % Manufactured Manufactured Sand Luck Stone Corporation - Ruckersville Sand (Non- Polishable Aggregate) Aggregate 10 % 10 % Natural Sand Sand Aggregate Industries, Mid -Atlantic Region - Queensfield Aggregate 18 % 18 % Screenings #10 Screenings Luck Stone Corporation - Shadwell RAP 15 % 15 % Recycled Asphalt Top Size 318 inch S.L. Williamson Company, Inc. - Shadwell Pavement Asphalt Cement PG 64S-22 Additives 0.03 % 0.03 % Zycotherm SIEVE Total % Passing TOLERANCE Acceptance Range Average of 8 Test(s) Design / Approval Phase A B A B Spec. Range ENGLISH METRIC Lab JMF Production %+or - Min Max Min Max Min Max JMF 1 /2in 12.5mm 100 % 100 % 1 % 99 % 100 % 99 % 100 % 100 % 3/8in 9.5mm 93 % 93 % 2.8 % 90.2 % 95.8 % 90.2 % 95.8 % 90 % 100 % #4 4.75mm 60 % 60 % 2.8 % 57.2 % 62.8 % 57.2 % 62.8 % 58 % 80 % #8 2.36mm 38 % 39 % 2.8 % 1 35.2 % 40.8 % 36.2 % 41.8 % 38.0 % 67.0 % #30 0.6mm 18 % 18%1 2.1 % 1 15.9 % 20.1 % 15.9 % 20.1 % 23 % #200 0.075mm 6.0°k 5.6%1 0.7% 1 5.3%1 6.7% 4.9% 6.3% 2.0% 10.0% Asphalt A.C. 5.70 % 5.70%1 0.21 % 1 5.49%1 5.91%1 5.49%1 5.91 % Lay Down Temperatures Min: 200 Max: 350 °F Muffle Furnace Correction Factor: 0.39 Lab Compaction Temperatures Min: 285 Max: 290 °F Field Correction Factor (GM GBb): 0.041 Pill Weight: 4950 Submission: Type: Submitter: Date: SMA Mixes VCAonc: Part B David Wyant 5/31/2018 Gc : 9:42:23 AM Producer Remarks: MATERIALS DIVISION ONLY VDOT Remarks: Rollover of 7017-2017-22 Nominal Max. Size Aggregate: 3/8" Application Rates: Min: 110 Max: 165 Ib/yd' Mix Properties at the Job -Mix Asphalt Content: Compacted Unit JMF A: 162.2 Ib/fl' Weight JMF B: 161.3 Ib/Tl' VTM: JMF A: 4.5 % G .' JMF A: 2.599 ° JMF B: 3.6 /o JMF B: 2.585 Approved tentatively subject to the production of material meeting all other applicable requirements of the specification. . Note: Part B'Production JMF' and corresponding Material percentages will be filled out by the DME upon receipt of the additional requirements of the HMA producer within the first three lots under Section 502.01(b). Copies: Approval: Type: Status: 2018 Part B Approved Date: 5/31/2018 Form TL-127 (HMA) Rev 1/2018 VIRGINIA DEPARTMENT OF TRANSPORTATION 2018 MATERIALS DIVISION PartB STATEMENT OF ASPHALT CONCRETE JOB -MIX FORMULA Approved Submit to the District Administrator, Virginia Department of Transportation. Approval must be received by the contractor from the Materials Division before work is begun. The job -mix design is approved for all projects of the Department for the type of mix and the calendar year shown below. Contractor: S.L. Williamson Company, Inc. Job Mix ID: 7017-2018-22 Design Type: Plant Location: Design Mix No.: Production Year: 1795A15RQ-18 Design Lab: Shadwell 2018 TSR Test No.: 80 Superpave Type Mix / Size Aggregate: SM-9.5A (50 gyration) Shadwell Plant Phone: Ong Design: VIRGINIA DEPARTMENT OF TRANSPORTATION 2019 MATERIALS DIVISION PartB STATEMENT OF ASPHALT CONCRETE JOB -MIX FORMULA Approved Submit to the District Administrator, Virginia Department of Transportation. Approval must be received by the contractor from the Materials Division before work is begun. The job -mix design is approved for all projects of the Department for the type of mix and the calendar year shown below. Contractor: S.L. Williamson Company, Inc. Job Mix ID: 7016-2019-22 Design Type: Plant Location: Design Mix No.: Production Year: 1695A15-19 Design Lab: North Garden 2019 TER Test No.: 80 Superpave Type Mix / Size Aggregate: SM-9.5A (50 gyration) North Garden Plant Phone: Ong Design: Materials Approval Phase A B* Kind Type Size Source Aggregate 40 % 40 % Granite #8 Martin Marietta - Red Hill Quarry Aggregate 30 % 30 % Manufactured Sand (Non- Polishable Aggregate) Manufactured Sand Martin Marietta - Red Hill Quarry Aggregate 15 % 15 % Natural Sand Sand Aggregate Industries, Mid -Atlantic Region - Queensfield RAP 15 % 15 % Recycled Asphalt Pavement Recycled-3/8 inch S.L. Williamson Company, Inc. - North Garden Asphalt Cement PG 64S-22 Additives 0.30 % 0.30 % Evotherm M1 SIEVE Approval Phase ENGLISH I METRIC Total % Passing A B Lab JMF Production JMF TOLERANCE %+or - Acceptance Range Average of 8 Test(s) A B Min Max Min Max Design / Spec.Range Min Max 1 /2in 12.5mm 100 % 100 % 1 % 99 % 100 % 99 % 100 % 100 % 3/8in 9.5mm 98 % 96 % 2.8 % 95.2 % 100.0 % 93.2 % 98.8 % 90 % 100 %b #4 4.75mm 68 % 63 % 2.8 % 65.2 % 70.8 % 60.2 % 65.8 % 58 % 80 %b #8 2.36mm 45 % 42 % 2.8 % 42.2 % 47.8 % 39.2 % 44.8 % 38.0 % 67.0 % #30 0.6mm 22 % 20 % 2.1 % 19.9 % 24.1 % 17.9 % 22.1 % 23 % #200 0.075mm 5.8% 5.3% 0.7% 1 5.1 %1 6.5% 4.6% 6.0%1 2.0% 10.0% Asphalt A.C. 5.80 % 5.70 % 0.21 % 1 5.59%1 6.01 % 5.49%1 5.91 Lay Down Temperatures Min: 250 Max: 350 °F Muffle Furnace Correction Factor: 0.06 Lab Compaction Temperatures Min: 285 Max: 290 °F Field Correction Factor (GwGsb): 0.031 Submission: Type: Part B Submitter: David Wyant Date: 4/16/2019 4:50:00 PM Pill Weight: 4900 SMA Mikes VCAonc: Gc : Producer Remarks: MATERIALS DIVISION ONLY VDOT Remarks: Nominal Max. Size Aggregate: 3/8" Application Rates: Min: 110 Max: 165 Ib/yd- Mix Properties at the Job -Mix Asphalt Content: Compacted Unit JMF A: 152.0 Weight JMF B: 158.4 Ib/ft Ib/ft VfM: JMF A: 4.5 % G..: JMF A: 2.550 JMF B: 2.538 b JMF B: 3.4 /o Approved tentatively subject to the production of material meeting all other applicable requirements of the specification. . Note: Part B'Production JMF' and corresponding Material percentages will be filled out by the DME upon receipt of the additional requirements of the HMA producer within the first three lots under Section 502.01(b). Copies: State Materials Engineer Approval: Type: Status: Approver: Date: District Materials Engineer 2019 Part B Approved Phillip Brockman on behalf of 4/17/2019 Project Inspector Haroon I. Sherri, P.E. Sub -Contractor and/or Producer Form TL-127 (HMA) Rev 1/2018 Page 1 of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 2018 MATERIALS DIVISION PartA STATEMENT OF ASPHALT CONCRETE JOB -MIX FORMULA Approved Submit to the District Administrator, Virginia Department of Transportation. Approval must be received by the contractor from the Materials Division before work is begun. The job -mix design is approved for all projects of the Department for the type of mix and the calendar year shown below. Contractor: S.L. Williamson Company, Inc. Job Mix ID: 7016-2018-22 Design Type: Superpave Plant Location: North Garden Design Mix No.: Production Year: 1695A15-18 Design Lab: North Garden 2018 TSR Test No.: 80 Type Mix / Size Aggregate: SM-9.5A (50 gyration) with 15 % Rap Plant Phone: Ong Design: Materials Approval Phase A B* Kind Type Size Source Aggregate 39 % Granite #8 Martin Marietta - Red Hill Quarry Aggregate 27 % Manufactured Sand(Non- Polishable Aggregate) Manufactured Sand Martin Marietta - Red Hill Quarry Aggregate 10 % Natural Sand Sand Aggregate Industries, Mid -Atlantic Region - Queensfield Aggregate 9 % Screenings #10 Screenings Martin Marietta - Red Hill Quarry RAP 15 % Recycled Asphalt Pavement Recycled-3/8 inch S.L. Williamson Company, Inc. - North Garden Asphalt Cement PG 64S-22 Additives 0.30 % Evotherm M1 SIEVE Approval Phase ENGLISH METRIC Total % Passing A B Lab JMF Production JMF TOLERANCE %+or - Acceptance Range Average of 8 Test(s) A B Min Max Min Max Design / Spec.Range Min Max 1 /2in 12.5mm 100 % 1 % 99 % 100 % 100 % 3/8in 9.5mm 96 % 2.8 % 93.2 % 98.8 % 90 % 100 % #4 4.75mm 59 % 2.8 % 56.2 % 61.8 % 58 % 80 % #8 2.36mm 38 % 2.8 % 35.2 % 40.8 % 38.0 % 67.0 % #30 0.6mm 18 % 2.1 % 15.9 % 20.1 % 23 % #200 0.075mm 5.6 °�1 0.7 % 1 4.9%1 6.3 % 2.0 % 10.0 % Asphalt A.C. 5.60 % 1 0.21 % 1 5.39%1 5.81 % Lay Down Temperatures Min: 250 Max: 350 °F Muffle Furnace Correction Factor: 0.03 Lab Compaction Temperatures Min: 285 Max: 290 °F Field Correction Factor (GM GBb): 0.022 Submission: Type: Part A Submitter: David Wyant Pill Weight: 4900 Date: SMA Mixes VCAonc: 3/14/2018 4:58:18 PM Gc : Producer Remarks: MATERIALS DIVISION ONLY VDOT Remarks: Limited Production Required Nominal Max. Size Aggregate: 3/8" Application Rates: Min: 110 Max: 165 Ib/yd' Mix Properties at the Job -Mix Asphalt Content: Compacted Unit Weight JMF A: 159.1 Ib/fl' JMF B: Ib/Tl' VTM: JMF A: 4.1 % G .' JMF A: 2.549 JMF B: JMF B: Approved tentatively subject to the production of material meeting all other applicable requirements of the specification. . Note: Part B'Production JMF' and corresponding Material percentages will be filled out by the DME upon receipt of the additional requirements of the HMA producer within the first three lots under Section 502.01(b). Copies: Approval: Type: Status: 2018 PartA Approved Date: 3/19/2018 Form TL-127 (HMA) Rev 1/2018 VIRGINIA DEPARTMENT OF TRANSPORTATION MATERIALS DIVISION STATEMENT OF ASPHALT CONCRETE JOB -MIX FORMULA Submit to the District Administrator, Virginia Department of Transportation. Approval must be received by the contractor from the Materials Division before work is begun. The job -mix design is approved for all projects of the Department for the type of mix and the calendar year shown below. Contractor: S.L. Williamson Company, Inc. Design Mix No.: 1795A15RQ-17 Design Lab: Shadwell Job Mix ID: 7017-2017-22 Production Year: 2017 TSR Test No.: 80 Design Type: Superpave Type Mix / Size Aggregate: SM-9.5A (50 gyration) with 15 % Rap and Ruck Q Sand Plant Location: Shadwell Plant Phone: Materials Kind Source Approval Phase A W Type Size Aggregate 37 % 37 % Granite #8 Luck Stone Corporation - Shadwell Aggregate 20 % 20 % Manufactured Manufactured Sand Luck Stone Corporation - Ruckersville Sand(Non- Polishable Aggregate) Aggregate 10 % 10 % Natural Sand Sand Aggregate Industries, Mid -Atlantic Region - Charles city Aggregate 18 % 18 % Screenings #10 Screenings Luck Stone Corporation - Shadwell RAP 15 % 15 % Recycled Asphalt Recycled-1/2 inch S.L. Williamson Company, Inc. - Shadwell Pavement Asphalt Cement PG 64S-22 Additives 0.03 % 0.03 % Zycolherm SIEVE Total % Passing TOLERANCE Acceptance Range Average of 8 Test(s) Design / Approval Phase A B A B Spec.Range ENGLISH I METRIC Lab JMF Production %+or - Min Max Min Max Min Max JMF 1/2in 12.5mm 100 % 100 % 1 % 99 % 100 % 99 % 100 % 100 % 3/8in 9.5mm 93 % 93 % 2.8 % 90.2 % 95.8 % 90.2 % 95.8 % 90 % 100 #4 4.75mm 61 % 61 % 2.8 % 58.2 % 63.8 % 58.2 % 63.8 % 58 % 80 % #8 2.36mm 43 % 43 % 2.8 % 1 40.2 % 45.8 % 40.2 % 45.8 % 38.0 % 67.0 % #30 0.6mm 22 % 21 %1 2.1 % 1 19.9 % 24.1 % 18.9 % 23.1 % 23 % #200 0.075mm 6.5% 6.0%1 0.7% 1 5.8%1 7.2% 5.3% 6.7% 2.0% 10.0% Asphalt A.C. 5.70 % 5.70%1 0.21 % 1 5.49%1 5.91 % 5.49 % 5.91 % Lay Down Temperatures Min: 200 Max: 350 °F Muffle Furnace Correction Factor: 0.38 Lab Compaction Temperatures Min: 285 Max: 290 'F Field Correction Factor (Ge-Gsb): 0.029 Pill Weight: 4900 Submission: Type: Submitter, Date: SMA Mixes VCAonc: Part B David Wyant 6/13/2017 G: 11:25:02 AM Producer Remarks: MATERIALS DIVISION ONLY VDOT Remarks: Nominal Max. Size Aggregate: 3/8" Application Rates: Min: 110 Max: 165 Ib/yd' Mix Properties at the Job -Mix Compacted Unit JMF A: 161.1 Ib/fl' VTM: JMF A: 4.4 % G .: JMF A: 2.582 Asphalt Content: Weight n JMF B: 161.1 Ib/Tl' JMF B: 3.7 /o JMF B: 2.582 Approved tentatively subject to the production of material meeting all other applicable requirements of the specification. . Note: Part B'Production JMF' and corresponding Material percentages will be filled out by the DME upon receipt of the additional requirements of the HMA producer within the first three lots under Section 502.01(b). Copies: Approval: Type: Status: Date: Part B Approved 6/13/2017 Form TL-127 (HMA) Rev 5/2014