Aggregate Optimization Chart

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1 PLANT #: P-101 Contractor: Presque Isle Presque Isle Mid-Michigan Total Wt <----- Verify this number is 100% 701 W. 10 Mile Rd. 2" " " /4" /2" /8" *Maximum must be above the 3/8" sieve. # *Any two adjacent sieves must equal 10% except max., # nom. max., #100 and #200 sieves. # * must be at least 4% for each sieve except max., # nom. max., #100 and #200 sieves. # * must be at least 8% for the 1" sieve when # a 2" max. size (nom. Max. 1.5") aggregate is used. LBW Initial Sample () Coarseness Factor: 67 Workability Factor: 34 Coarseness Factor: 65 Workability Factor: 36 %, 44 60, 70, Gradation 60, 32 70, 32 68, " " " /4" /2" /8" # # # # # # LBW

2 PLANT #: P-102 Contractor: Stoneco Stoneco Chelsea Total Wt <----- Verify this number is 100% 701 W. 10 Mile Rd. 2" " " /4" /2" /8" *Maximum must be above the 3/8" sieve. # *Any two adjacent sieves must equal 10% except max., # nom. max., #100 and #200 sieves. # * must be at least 4% for each sieve except max., # nom. max., #100 and #200 sieves. # * must be at least 8% for the 1" sieve when # a 2" max. size (nom. Max. 1.5") aggregate is used. LBW Intial Sample () Coarseness Factor: 68 Workability Factor: 36 Coarseness Factor: 67 Workability Factor: 36, 44 % 62, 72, Gradation 62, 32 72, 32 68, " " " /4" /2" /8" # # # # # # LBW

3 PLANT #: P-32 Contractor: Presque Isle Presque Isle Smelter Bay Total Wt <----- Verify this number is 100% 701 W. 10 Mile Rd. 2" " " /4" /2" /8" *Maximum must be above the 3/8" sieve. # *Any two adjacent sieves must equal 10% except max., # nom. max., #100 and #200 sieves. # * must be at least 4% for each sieve except max., # nom. max., #100 and #200 sieves. # * must be at least 8% for the 1" sieve when # a 2" max. size (nom. Max. 1.5") aggregate is used. LBW Intial Sample () Coarseness Factor: 68 Workability Factor: Coarseness Factor: 65 Workability Factor:, 44 % 60, 70, 60, 31 68, 3170, 31 Gradation " " /4" /2" /8" # # # # # # LBW

4 PLANT #: P-36 Contractor: Presque Isle Presque Isle AA Grange Hall Total Wt <----- Verify this number is 100% 701 W. 10 Mile Rd. 2" " " /4" /2" /8" *Maximum must be above the 3/8" sieve. # *Any two adjacent sieves must equal 10% except max., # nom. max., #100 and #200 sieves. # * must be at least 4% for each sieve except max., # nom. max., #100 and #200 sieves. # * must be at least 8% for the 1" sieve when # a 2" max. size (nom. Max. 1.5") aggregate is used. LBW Intial Sample () Coarseness Factor: 68 Workability Factor: Coarseness Factor: 64 Workability Factor:, 44 % 59, 39 69, 39 59, 31 68, 31 69, 31 Gradation " " /4" /2" /8" # # # # # # LBW

5 PLANT #: P-39 Contractor: Presque Isle Presque Isle Ray Road Total Wt <----- Verify this number is 100% 701 W. 10 Mile Rd. 2" " " /4" /2" /8" *Maximum must be above the 3/8" sieve. # *Any two adjacent sieves must equal 10% except max., # nom. max., #100 and #200 sieves. # * must be at least 4% for each sieve except max., # nom. max., #100 and #200 sieves. # * must be at least 8% for the 1" sieve when # a 2" max. size (nom. Max. 1.5") aggregate is used. LBW Aggregate SupplierGradations Intial Sample () Coarseness Factor: 68 Workability Factor: Coarseness Factor: 64 Workability Factor:, 44 % 59, 69, 59, 31 68, 69, Gradation " " /4" /2" /8" # # # # # # LBW

6 PLANT #: P-O2 Contractor: Presque Isle Presque Isle AA Grange Hall Total Wt <----- Verify this number is 100% 701 W. 10 Mile Rd. 2" " " /4" /2" /8" *Maximum must be above the 3/8" sieve. # *Any two adjacent sieves must equal 10% except max., # nom. max., #100 and #200 sieves. # * must be at least 4% for each sieve except max., # nom. max., #100 and #200 sieves. # * must be at least 8% for the 1" sieve when # a 2" max. size (nom. Max. 1.5") aggregate is used. LBW Aggregate SupplierGradations Intial Sample () Coarseness Factor: 68 Workability Factor: Coarseness Factor: 65 Workability Factor:, 44 % 60, 70, 60, 31 68, 3170, 31 Gradation " " /4" /2" /8" # # # # # # LBW

Aggregate Optimization Chart

Aggregate Optimization Chart Report PLANT #: P-102 Contractor: Dates Test Represents: 10//2018 through 11/5/2018 MDOT No.: 58-003 Stoneco 1475 8.79 2.69 49.2 58-003 Stoneco 0 2.38 2.69 13.4 38-046 Chelsea 1120 6.77 2.65 37.4 Total

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