ohio departmentof 2015 · revised: 3/11/2015 the ohio departmentof transportation 2015 specific...
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Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
This list contains the Bulk Specific Gravity, Surface Saturated Dry Gravity, and Absorption values for use in the 2015 Construction Season.
This list represents the Bulk Specific Gravity Values to be used in all 2015 Asphalt Concrete JMF submittals and Well Graded Concrete
JMF Submittials. All gravity values were obtained from gravity values obtained during the 2014 QA season. If there are aggregate sizes
not shown on this list that you would like included please contact Mickey Cronin via email at [email protected].
For Asphalt Concrete JMF submittals containing modified or "Special Asphalt" gradation(s) please denote the modified or "Special
Asphalt" material(s) by using a M at the end of the material code (i.e. 055008M for Modified 8s). SR and SRH Designations ‐ Producer
Supplier Names followed by *SR or *SRH are restricted from use in surface asphalt pavement pursuant to the methods outlined in the
"Guidelines for Maintaining Adequate Pavement Friction in Surface Pavements." An Asphalt Supplier submitting a Surface Course Asphalt
Concrete JMF for approval with SR or SRH designated materials must comply with the requirements of section III B in the "Guidelines for
Maintaining Adequate Pavement Friction in Surface Pavements." NOTE: THIS IS A LIST OF SPECIFIC GRAVITIES ‐ NOT A LIST OF CERTIFIED
AGGREGATES OR PRODUCER/SUPPLIERS ‐ SEE THE WEBPORTAL FOR AN UPDATED LIST OF CERTIFIED AGGREGATES OR
PRODUCER/SUPPLIERS
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
ALBERT EXCAVATING‐COSHOCTON 04432‐01 Coarse Aggregate
008 2.498 2.548 2.03
009 2.485 2.540 2.19
057 2.490 2.533 1.74
Fine Aggregate
Sand 2.607 2.627 0.75
ALLEGHENY‐HARRISVILLE,PA *SR2 04385‐01 Coarse Aggregate
008 2.701 2.710 0.37
009 2.694 2.704 0.40
057 2.699 2.707 0.28
Fine Aggregate
Sand 2.694 2.707 0.49
ALLEGHENY‐SLIPPERY ROCK,PA *SR 04376‐01 Coarse Aggregate
008 2.672 2.687 0.57
009 2.672 2.688 0.60
057 2.683 2.697 0.50
067 2.675 2.689 0.56
Fine Aggregate
Sand 2.655 2.680 0.96
ALLIED CORP‐MASSILLON 04339‐01 Coarse Aggregate
008 2.543 2.598 2.16
009 2.521 2.581 2.36
057 2.543 2.596 2.05
Fine Aggregate
Sand 2.599 2.626 1.04
ALLIED CORP‐PETERSBURG *SR 04372‐01 Coarse Aggregate
008 2.684 2.698 0.53
057 2.694 2.705 0.40
Fine Aggregate
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
ALLIED CORP‐PETERSBURG *SR 04372‐01 Sand 2.671 2.692 0.78
AMERICAN S&G#4‐MASSILLON 04303‐01 Coarse Aggregate
008 2.589 2.642 2.03
057 2.609 2.657 1.82
Fine Aggregate
Sand 2.607 2.642 1.33
AMERIKOHL AGGREGATES INC. 04304‐01 Coarse Aggregate
008 2.698 2.709 0.40
057 2.714 2.722 0.30
ARCH‐BATAVIA 04791‐01 Coarse Aggregate
004 2.689 2.698 0.34
008 2.685 2.697 0.47
009 2.662 2.678 0.60
057 2.688 2.699 0.42
067 2.685 2.697 0.44
068 2.682 2.694 0.44
467 2.694 2.703 0.32
Fine Aggregate
Screenings (10s) 2.677 2.692 0.57
AREA AGG‐WOODVILLE 04163‐01 Coarse Aggregate
004 2.625 2.656 1.20
007 2.655 2.686 1.13
008 2.625 2.670 1.70
009 2.664 2.706 1.59
057 2.655 2.683 1.08
357 2.636 2.665 1.10
Fine Aggregate
Sand 2.773 2.786 0.46
4163A‐01 Coarse Aggregate
057 2.570 2.625 2.14
BALLENTINE‐MANTUA 04378‐01 Coarse Aggregate
008 2.541 2.592 2.02
Fine Aggregate
Sand 2.598 2.626 1.06
BARRETT (LS)‐SIDNEY 4623B‐01 Coarse Aggregate
008 2.609 2.657 1.83
009 2.631 2.680 1.85
057 2.587 2.632 1.76
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
BARRETT (LS)‐SIDNEY 4623B‐01 Fine Aggregate
Sand 2.727 2.764 1.35
BARRETT(GR)‐HARDIN 04624‐01 Coarse Aggregate
008 2.608 2.661 2.06
009 2.602 2.664 2.38
057 2.639 2.683 1.68
Fine Aggregate
Sand 2.642 2.688 1.77
BARRETT(LS)‐SIDNEY 4623A‐01 Coarse Aggregate
004 2.657 2.672 0.56
008 2.681 2.714 1.23
009 2.674 2.714 1.49
057 2.682 2.708 1.00
067 2.684 2.713 1.06
Fine Aggregate
Raulumac (Grade A) 2.785 2.805 0.72
Sand 2.762 2.786 0.86
BARRETT‐FAIRBORN 04608‐01 Coarse Aggregate
004 2.636 2.675 1.48
008 2.634 2.680 1.73
009 2.617 2.672 2.09
057 2.636 2.678 1.60
Fine Aggregate
Sand 2.623 2.666 1.63
BARRETT‐FAIRBORN(CR) 4608A‐01 Coarse Aggregate
008 2.658 2.702 1.67
009 2.624 2.684 2.29
068 2.653 2.695 1.58
BARRETT‐LUDLOW FALLS 04609‐01 Coarse Aggregate
004 2.676 2.706 1.12
057 2.657 2.689 1.20
BARRETT‐RICHMOND,IN 4747A‐01 Coarse Aggregate
008 2.700 2.731 1.16
057 2.670 2.705 1.30
BARRETT‐W.CARROLLTON 04613‐01 Coarse Aggregate
008 2.625 2.673 1.83
009 2.614 2.670 2.14
057 2.631 2.675 1.67
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
BARRETT‐W.CARROLLTON 04613‐01 Fine Aggregate
Sand 2.631 2.669 1.44
Mason Sand 2.645 2.678 1.23
BARTLEY&BOLIN‐LAKEVILLE 05060‐01 Fine Aggregate
Sand 2.540 2.595 2.18
BDM RECYCLING‐WARREN 04347‐01 Fine Aggregate
Sand 2.798 2.838 1.45
BECK S&G‐RAVENNA 04305‐01 Coarse Aggregate
008 2.546 2.595 1.96
Fine Aggregate
Sand 2.627 2.646 0.71
BELPRE S&G‐LITTLE HOCKING 04950‐01 Coarse Aggregate
008 2.505 2.550 1.80
057 2.486 2.538 2.14
Fine Aggregate
Sand 2.596 2.620 0.90
BLUFFTON‐BLUFFTON 04001‐01 Coarse Aggregate
007 2.689 2.724 1.30
008 2.681 2.720 1.43
009 2.697 2.731 1.27
057 2.692 2.726 1.28
Fine Aggregate
Screenings (10s) 2.704 2.750 1.69
Sand 2.680 2.728 1.82
BRUGMANN,O‐MANTUA 04306‐01 Coarse Aggregate
008 2.559 2.612 2.10
Fine Aggregate
Sand 2.626 2.644 0.70
Mason Sand 2.619 2.637 0.68
CANTON AGG‐CANTON 04307‐01 Coarse Aggregate
004 2.584 2.620 1.40
008 2.559 2.603 1.70
009 2.569 2.603 1.30
057 2.567 2.612 1.76
Fine Aggregate
Sand 2.639 2.660 0.79
4307A‐01 Coarse Aggregate
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
CANTON AGG‐CANTON 4307A‐01 008 2.575 2.628 2.07
057 2.585 2.626 1.60
Fine Aggregate
Sand 2.641 2.663 0.83
CARDINAL‐PERRYSBURG 04158‐01 Coarse Aggregate
004 2.552 2.610 2.28
008 2.585 2.649 2.50
057 2.599 2.650 1.96
Fine Aggregate
Screenings (10s) 2.674 2.734 2.28
CARMEUSE‐CEDARVILLE 05115‐01 Coarse Aggregate
008 2.785 2.798 0.47
009 2.789 2.803 0.50
057 2.794 2.803 0.32
067 2.785 2.796 0.40
CARMEUSE‐MAYSVILLE 04738‐01 Coarse Aggregate
008 2.649 2.678 1.10
Fine Aggregate
Sand 2.640 2.674 1.29
CARMEUSE‐PT.INLAND 05106‐01 Coarse Aggregate
004 2.660 2.674 0.50
008 2.658 2.672 0.53
057 2.662 2.674 0.46
067 2.664 2.678 0.50
089 2.653 2.671 0.70
CARMUESE‐CALCITE 05116‐01 Coarse Aggregate
008 2.540 2.574 1.37
057 2.561 2.588 1.08
CCR SAND & GRAVEL 04211‐01 Fine Aggregate
Sand 2.593 2.647 2.07
CLAY CENTER‐CLAY CENTER 04116‐01 Coarse Aggregate
004 2.697 2.723 0.96
007 2.717 2.743 0.93
008 2.698 2.739 1.50
009 2.712 2.752 1.49
057 2.717 2.746 1.08
067 2.697 2.731 1.26
Fine Aggregate
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
CLAY CENTER‐CLAY CENTER 04116‐01 Screenings (10s) 2.736 2.773 1.36
Sand 2.765 2.793 1.03
CLEVELAND SLAG‐CLEVELAND 05147‐01 Coarse Aggregate
008 2.454 2.497 1.73
057 2.311 2.360 2.11
Fine Aggregate
Sand 2.831 2.855 0.83
CLINTON‐S.WELLSTON 4907A‐01 Coarse Aggregate
004 2.570 2.614 1.73
008 2.632 2.670 1.47
057 2.640 2.673 1.26
Fine Aggregate
Screenings (10s) 2.610 2.654 1.67
CON‐AG‐ST.MARY'S 04632‐01 Coarse Aggregate
008 2.635 2.682 1.79
057 2.646 2.677 1.20
Fine Aggregate
Sand 2.724 2.761 1.37
CUSTAR STONE‐LOWER BENCH‐CUSTAR 04113‐01 Coarse Aggregate
007 2.634 2.685 1.93
008 2.649 2.700 1.93
009 2.645 2.705 2.29
057 2.647 2.692 1.72
Fine Aggregate
Screenings (10s) 2.653 2.717 2.42
Sand 2.653 2.719 2.48
CUSTAR STONE‐UPPER BENCH‐CUSTAR 4113A‐01 Coarse Aggregate
008 2.546 2.619 2.87
057 2.568 2.625 2.22
067 2.543 2.614 2.81
Fine Aggregate
Sand 2.641 2.715 2.79
D&K MATLS‐MOGADORE 04397‐01 Coarse Aggregate
008 2.545 2.595 1.93
Fine Aggregate
Sand 2.607 2.626 0.73
DRUMMOND ISLE STONE‐DRUMMOND 05111‐01 Coarse Aggregate
008 2.788 2.799 0.40
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
DRUMMOND ISLE STONE‐DRUMMOND 05111‐01 057 2.802 2.811 0.30
Fine Aggregate
Screenings (10s) 2.820 2.828 0.28
DUFF‐HUNTSVILLE 04638‐01 Coarse Aggregate
008 2.718 2.744 0.97
057 2.700 2.733 1.20
Fine Aggregate
Screenings (10s) 2.713 2.755 1.54
E.FAIRFIELD‐PETERSBURG *SR 04364‐01 Coarse Aggregate
008 2.698 2.716 0.67
009 2.686 2.708 0.80
057 2.711 2.725 0.53
Fine Aggregate
Sand 2.688 2.719 1.14
EAGLE MATERIALS, LLC. PLANT 5 04730‐01 Coarse Aggregate
008 2.646 2.685 1.47
057 2.654 2.690 1.34
Fine Aggregate
Sand 2.645 2.675 1.12
ENON S&G‐ENON 04611‐01 Coarse Aggregate
008 2.632 2.676 1.67
057 2.654 2.694 1.48
Fine Aggregate
Sand 2.636 2.671 1.31
ERIE MATLS‐SANDUSKY 04206‐01 Coarse Aggregate
004 2.485 2.556 2.88
008 2.545 2.618 2.86
057 2.562 2.621 2.32
Fine Aggregate
Screenings (10s) 2.607 2.676 2.63
Sand 2.609 2.658 1.89
ERVIN HILL‐HILLSBORO 04839‐01 Coarse Aggregate
008 2.562 2.625 2.46
057 2.567 2.623 2.18
Fine Aggregate
Sand 2.569 2.621 2.04
EVANS SAND & GRAVEL 04788‐01 Coarse Aggregate
008 2.587 2.639 2.03
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
EVANS SAND & GRAVEL 04788‐01 057 2.612 2.655 1.64
Fine Aggregate
Sand 2.591 2.637 1.76
FEIKERT‐FREDERICKSBURG 05009‐01 Coarse Aggregate
008 2.526 2.590 2.53
009 2.524 2.584 2.40
057 2.555 2.603 1.90
Fine Aggregate
Sand 2.579 2.618 1.53
FOUREMANS‐GREENVILLE 04630‐01 Fine Aggregate
Sand 2.652 2.679 1.00
FULTON MILL‐DELTA 04147‐01 Coarse Aggregate
008 3.742 3.764 0.60
057 3.685 3.708 0.62
Fine Aggregate
Sand 3.786 3.822 0.96
GEORGETOWN S&G‐GEORGETOWN, PA 05001‐01 Coarse Aggregate
057 2.513 2.560 1.84
GERKEN MATLS‐WALDRON,MI 04120‐01 Coarse Aggregate
057 2.638 2.666 1.07
Fine Aggregate
Sand 2.645 2.669 0.91
4120A‐01 Coarse Aggregate
008 2.607 2.644 1.43
057 2.653 2.680 1.02
GLACIAL‐JONESVILE,MI 04156‐01 Fine Aggregate
Sand 2.670 2.693 0.85
GLACIAL‐JONESVILLE,MI 4156A‐01 Fine Aggregate
Sand 2.634 2.678 1.68
GS MATERIALS‐CLINTON,MI 04128‐01 Fine Aggregate
Sand 2.634 2.664 1.13
GS MATERIALS‐TECUMSEH,MI 04159‐01 Fine Aggregate
Sand 2.637 2.663 1.00
HANSON WAGNER‐SANDUSKY 4204A‐01 Coarse Aggregate
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
HANSON WAGNER‐SANDUSKY 4204A‐01 004 2.583 2.624 1.62
008 2.550 2.602 2.07
009 2.567 2.625 2.25
057 2.573 2.621 1.88
Fine Aggregate
Screenings (10s) 2.597 2.643 1.78
Sand 2.572 2.621 1.90
HANSON ‐WHITNEY QUARRY 05075‐01 Coarse Aggregate
008 2.661 2.670 0.33
HANSON‐CORAOPOLIS 05049‐01 Coarse Aggregate
008 2.508 2.552 1.73
057 2.544 2.579 1.36
Fine Aggregate
Sand 2.570 2.606 1.41
HAYNES SAND & GRAVEL 04035‐01 Fine Aggregate
Sand 2.558 2.599 1.60
HILLTOP BASIC‐BUTLER,KY 04783‐01 Coarse Aggregate
004 2.694 2.706 0.44
008 2.662 2.683 0.77
057 2.675 2.691 0.61
467 2.691 2.703 0.42
HILLTOP BASIC‐PATRIOT,IN 04719‐01 Coarse Aggregate
008 2.607 2.652 1.73
009 2.603 2.649 1.80
057 2.624 2.664 1.54
Fine Aggregate
Sand 2.670 2.697 1.02
HOCKING VALLEY‐LOGAN 04927‐01 Fine Aggregate
Sand 2.564 2.603 1.51
HOLMES‐HOLMESVILLE 05057‐01 Coarse Aggregate
008 2.575 2.618 1.67
057 2.565 2.609 1.74
Fine Aggregate
Sand 2.587 2.627 1.54
5057C‐01 Coarse Aggregate
008 2.552 2.602 1.98
057 2.572 2.613 1.59
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
HOLMES‐HOLMESVILLE
HOLMES‐MILLERSBURG 05017‐01 Fine Aggregate
Sand 2.597 2.632 1.33
HUGO SAND‐KENT 04315‐01 Coarse Aggregate
008 2.569 2.615 1.76
Fine Aggregate
Sand 2.617 2.638 0.80
IMI‐CAMBRIDGE 04792‐01 Coarse Aggregate
008 2.638 2.682 1.70
057 2.634 2.676 1.60
Fine Aggregate
Sand 2.628 2.666 1.44
IMI‐CONNERSVILLE 04750‐01 Coarse Aggregate
008 2.638 2.678 1.51
057 2.630 2.671 1.54
Fine Aggregate
Sand 2.621 2.657 1.35
INPUT ACTUAL P/S CD 04302‐01 Coarse Aggregate
057 2.821 2.827 0.21
Fine Aggregate
Sand 2.623 2.634 0.42
IRVING‐ANGOLA,IN 04161‐01 Fine Aggregate
Sand 2.631 2.653 0.82
IRVING‐WOLCOTTVILE,IN 04162‐01 Fine Aggregate
Sand 2.623 2.650 1.02
J.D. DIVERSIFIED SERVICES, INC. 04308‐01 Fine Aggregate
Sand 2.514 2.576 2.50
JEFFERSON‐STREETSBORO 04316‐01 Coarse Aggregate
008 2.587 2.630 1.63
057 2.575 2.616 1.57
Fine Aggregate
Sand 2.623 2.641 0.71
JONES MATERIAL 04539‐01 Fine Aggregate
Sand 2.572 2.631 2.30
K.C.I. S&G‐LOGAN 04953‐01 Coarse Aggregate
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
K.C.I. S&G‐LOGAN 04953‐01 008 2.548 2.604 2.17
057 2.565 2.611 1.82
Fine Aggregate
Sand 2.597 2.632 1.34
4953A‐01 Coarse Aggregate
008 2.560 2.611 2.00
KIRBY S&G‐U.SANDUSKY 04023‐01 Fine Aggregate
Sand 2.596 2.640 1.73
LAFARGE‐MANITOULIN 05114‐01 Coarse Aggregate
008 2.808 2.817 0.30
057 2.811 2.817 0.22
Fine Aggregate
Sand 2.792 2.812 0.71
LAFARGE‐MARBLEHEAD 04105‐01 Coarse Aggregate
004 2.528 2.590 2.48
008 2.457 2.559 4.13
Fine Aggregate
Screenings (10s) 2.531 2.628 3.84
Sand 2.584 2.654 2.72
LAFARGE‐PRESQUE ISLE,MI 05109‐01 Coarse Aggregate
008 2.548 2.584 1.42
057 2.566 2.592 1.02
LAFARGE‐W. MIFFLIN 04363‐01 Coarse Aggregate
008 2.403 2.454 2.08
057 2.310 2.353 1.85
Fine Aggregate
Sand 2.606 2.669 2.43
LAKELAND AGGREGATES 04319‐01 Coarse Aggregate
008 2.461 2.533 2.91
057 2.465 2.529 2.61
Fine Aggregate
Sand 2.565 2.609 1.71
LAKESIDE S&G‐MANTUA 04320‐01 Coarse Aggregate
008 2.585 2.630 1.73
057 2.546 2.598 2.04
Fine Aggregate
Sand 2.617 2.644 1.02
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
LAKESIDE S&G‐MANTUA
LATHAM LS‐LATHAM 04818‐01 Coarse Aggregate
004 2.642 2.679 1.42
008 2.655 2.698 1.60
009 2.650 2.699 1.89
057 2.656 2.695 1.46
Fine Aggregate
Screenings (10s) 2.735 2.765 1.08
Sand 2.749 2.772 0.82
LEHIGH HANSON‐ANGOLA 04139‐01 Fine Aggregate
Sand 2.640 2.662 0.84
LEHIGH HANSON‐BLOOMVILLE 04114‐01 Coarse Aggregate
008 2.542 2.616 2.90
057 2.530 2.596 2.62
Fine Aggregate
Sand 2.536 2.618 3.22
LEHIGH HANSON‐CASTALIA 4205A‐01 Coarse Aggregate
004 2.619 2.656 1.40
008 2.586 2.637 1.97
009 2.530 2.602 2.84
057 2.609 2.649 1.53
Fine Aggregate
Screenings (10s) 2.598 2.655 2.20
Sand 2.570 2.627 2.20
4205B‐01 Fine Aggregate
Raulumac (Grade A) 2.583 2.651 2.64
4205C‐01 Coarse Aggregate
004 2.631 2.669 1.46
007 2.580 2.641 2.36
008 2.578 2.641 2.46
Fine Aggregate
Sand 2.599 2.671 2.78
4205D‐01 Coarse Aggregate
057 2.586 2.638 2.02
LEHIGH HANSON‐CLEVES 04772‐01 Coarse Aggregate
008 2.553 2.610 2.25
009 2.539 2.597 2.29
057 2.586 2.634 1.86
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
LEHIGH HANSON‐CLEVES 04772‐01 Fine Aggregate
Sand 2.579 2.616 1.44
LEHIGH HANSON‐GRAYSON,KY 04837‐01 Coarse Aggregate
004 2.656 2.675 0.72
008 2.623 2.652 1.13
057 2.634 2.661 1.04
Fine Aggregate
Sand 2.625 2.661 1.36
LEHIGH HANSON‐PAULDING 04002‐01 Coarse Aggregate
008 2.708 2.726 0.67
009 2.707 2.731 0.89
057 2.717 2.734 0.64
Fine Aggregate
Sand 2.699 2.723 0.89
LEHIGH HANSON‐PEEBLES 04820‐01 Coarse Aggregate
004 2.599 2.639 1.53
008 2.610 2.664 2.06
009 2.623 2.681 2.18
057 2.621 2.664 1.64
067 2.639 2.682 1.64
Fine Aggregate
Sand 2.686 2.729 1.59
LEHIGH HANSON‐SARGENTS 04811‐01 Coarse Aggregate
008 2.535 2.602 2.63
057 2.543 2.600 2.26
Fine Aggregate
Sand 2.548 2.600 2.06
LEHIGH HANSON‐SYLVANIA 04111‐01 Coarse Aggregate
004 2.550 2.607 2.22
007 2.606 2.660 2.10
008 2.611 2.666 2.10
009 2.638 2.685 1.75
057 2.608 2.658 1.92
067 2.658 2.695 1.41
089 2.628 2.677 1.87
Fine Aggregate
Screenings (10s) 2.658 2.715 2.14
LEHIGH HANSON‐VERSAILLES,IN 04776‐01 Coarse Aggregate
004 2.662 2.698 1.36
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
LEHIGH HANSON‐VERSAILLES,IN 04776‐01 008 2.648 2.693 1.70
057 2.678 2.711 1.22
068 2.669 2.706 1.36
LEHIGH HANSON‐WATERVILLE 04110‐01 Coarse Aggregate
004 2.681 2.711 1.12
007 2.710 2.737 1.02
008 2.707 2.739 1.16
009 2.706 2.741 1.29
057 2.709 2.736 0.98
067 2.695 2.725 1.13
Fine Aggregate
Screenings (10s) 2.713 2.756 1.57
Sand 2.708 2.754 1.69
LEHIGH HANSON‐WINCHESTER 04833‐01 Coarse Aggregate
004 2.709 2.717 0.30
008 2.688 2.702 0.50
009 2.681 2.694 0.50
057 2.700 2.710 0.34
067 2.693 2.705 0.46
068 2.684 2.700 0.58
Fine Aggregate
Sand 2.679 2.703 0.89
LEHIGH HANSON‐WOODBURN,IN 04025‐01 Coarse Aggregate
008 2.658 2.696 1.40
057 2.646 2.682 1.36
Fine Aggregate
Sand 2.720 2.752 1.19
LETART‐GALLIPOLIS,WV 04912‐01 Fine Aggregate
Sand 2.614 2.630 0.63
MARTIN MARIETTA‐CEDARVILLE 04737‐01 Coarse Aggregate
004 2.586 2.619 1.26
007 2.607 2.648 1.57
008 2.604 2.653 1.90
057 2.591 2.633 1.64
Fine Aggregate
Screenings (10s) 2.749 2.769 0.71
Sand 2.756 2.770 0.51
MARTIN MARIETTA‐ELIZABETHTOWN 04749‐01 Coarse Aggregate
008 2.595 2.640 1.72
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
MARTIN MARIETTA‐ELIZABETHTOWN 04749‐01 057 2.623 2.658 1.32
Fine Aggregate
Sand 2.604 2.632 1.07
MARTIN MARIETTA‐FAIRBORN 04601‐01 Coarse Aggregate
008 2.634 2.677 1.63
009 2.624 2.676 1.99
057 2.653 2.690 1.40
Fine Aggregate
Screenings (10s) 2.698 2.736 1.39
Sand 2.627 2.666 1.47
MARTIN MARIETTA‐FAIRFIELD 04703‐01 Coarse Aggregate
008 2.604 2.648 1.70
Fine Aggregate
Sand 2.613 2.648 1.35
4703A‐01 Coarse Aggregate
008 2.627 2.665 1.46
057 2.620 2.658 1.46
MARTIN MARIETTA‐FRANKLIN 04705‐01 Coarse Aggregate
008 2.647 2.688 1.53
009 2.610 2.660 1.89
Fine Aggregate
Sand 2.646 2.683 1.39
MARTIN MARIETTA‐LEBANON 04780‐01 Coarse Aggregate
008 2.628 2.664 1.36
057 2.649 2.677 1.08
Fine Aggregate
Sand 2.630 2.669 1.50
MARTIN MARIETTA‐PETERSBURG,KY 04782‐01 Coarse Aggregate
008 2.607 2.651 1.69
057 2.637 2.676 1.49
Fine Aggregate
Sand 2.596 2.619 0.89
MARTIN MARIETTA‐PETROLEUM 04954‐01 Coarse Aggregate
008 2.647 2.658 0.43
057 2.681 2.686 0.22
Fine Aggregate
Screenings (10s) 2.662 2.676 0.51
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
MARTIN MARIETTA‐PHILLIPSBURG 04604‐01 Coarse Aggregate
004 2.579 2.614 1.38
008 2.653 2.692 1.50
057 2.676 2.701 0.93
078 2.651 2.683 1.20
Fine Aggregate
Sand 2.762 2.782 0.72
MARTIN MARIETTA‐RACINE 04915‐01 Coarse Aggregate
008 2.539 2.577 1.50
057 2.519 2.553 1.38
Fine Aggregate
Sand 2.629 2.649 0.77
MARTIN MARIETTA‐ROSS 04715‐01 Fine Aggregate
Sand 2.587 2.628 1.59
MARTIN MARIETTA‐SABINA 04785‐01 Coarse Aggregate
007 2.587 2.631 1.70
008 2.590 2.640 1.93
Fine Aggregate
Sand 2.761 2.775 0.49
MARTIN MARIETTA‐SPRING VALLEY 04784‐01 Coarse Aggregate
008 2.615 2.664 1.86
057 2.620 2.663 1.64
Fine Aggregate
Sand 2.621 2.659 1.44
MARTIN MARIETTA‐TROY 04607‐01 Coarse Aggregate
008 2.644 2.689 1.70
057 2.667 2.702 1.32
Fine Aggregate
Sand 2.637 2.672 1.33
MARTIN MARIETTA‐WOODVILLE 04106‐01 Coarse Aggregate
008 2.646 2.695 1.86
009 2.680 2.725 1.69
057 2.645 2.688 1.62
Fine Aggregate
Sand 2.747 2.779 1.18
MARTIN QUARRY‐NEW PHILADELPHIA 05035‐01 Coarse Aggregate
008 2.544 2.589 1.76
Fine Aggregate
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
MARTIN QUARRY‐NEW PHILADELPHIA 05035‐01 Sand 2.602 2.627 0.96
MAR‐ZANE#14‐MELCO 04212‐01 Coarse Aggregate
008 2.555 2.618 2.47
057 2.555 2.619 2.48
Fine Aggregate
Sand 2.572 2.613 1.61
4212A‐01 Coarse Aggregate
008 2.588 2.644 2.18
009 2.544 2.620 2.99
057 2.609 2.656 1.82
Fine Aggregate
Sand 2.575 2.623 1.85
MAR‐ZANE#16‐RAVENNA 04373‐01 Coarse Aggregate
008 2.545 2.601 2.18
057 2.556 2.607 1.98
Fine Aggregate
Sand 2.595 2.622 1.05
Mason Sand 2.621 2.636 0.57
MAR‐ZANE#1‐ZANESVILLE 04416‐01 Coarse Aggregate
008 2.500 2.554 2.17
057 2.513 2.561 1.90
Fine Aggregate
Sand 2.571 2.603 1.26
MAR‐ZANE#8‐HAYDENVILLE 04903‐01 Fine Aggregate
Sand 2.594 2.627 1.29
4903A‐01 Fine Aggregate
Sand 2.591 2.621 1.15
MAR‐ZANE‐CHILLICOTHE 04807‐01 Coarse Aggregate
008 2.549 2.612 2.45
009 2.519 2.594 2.97
057 2.570 2.623 2.05
Fine Aggregate
Sand 2.590 2.632 1.63
4807A‐01 Fine Aggregate
Sand 2.594 2.653 2.25
MAR‐ZANE‐LOGAN 4959A‐01 Coarse Aggregate
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
MAR‐ZANE‐LOGAN 4959A‐01 008 2.554 2.611 2.23
057 2.548 2.601 2.08
Fine Aggregate
Sand 2.569 2.607 1.48
MASSILLON WASHED‐NAVARRE 04322‐01 Coarse Aggregate
004 2.560 2.601 1.59
008 2.578 2.617 1.53
009 2.570 2.613 1.68
057 2.574 2.612 1.52
Fine Aggregate
Sand 2.616 2.639 0.88
4322A‐01 Coarse Aggregate
008 2.586 2.624 1.47
Fine Aggregate
Sand 2.629 2.651 0.84
MASSILLON#2‐MASSILLON 04352‐01 Coarse Aggregate
008 2.544 2.596 2.06
057 2.572 2.615 1.67
Fine Aggregate
Sand 2.618 2.638 0.73
Mason Sand 2.625 2.639 0.55
MECHANICSBURG‐MECHANICSBURG 04637‐01 Coarse Aggregate
008 2.605 2.659 2.10
057 2.613 2.663 1.92
Fine Aggregate
Sand 2.617 2.658 1.56
MELVIN STONE CO‐OAK HILL 04822‐01 Coarse Aggregate
008 2.621 2.645 0.93
057 2.619 2.651 1.22
Fine Aggregate
Screenings (10s) 2.622 2.659 1.41
MELVIN‐BOWERSVILLE 04777‐01 Coarse Aggregate
008 2.702 2.728 0.97
057 2.696 2.716 0.74
467 2.675 2.705 1.12
Fine Aggregate
Sand 2.781 2.787 0.21
MELVIN‐CIRCLEVILLE 04526‐01 Coarse Aggregate
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
MELVIN‐CIRCLEVILLE 04526‐01 008 2.604 2.655 1.93
057 2.625 2.665 1.54
Fine Aggregate
Sand 2.585 2.636 1.96
MELVIN‐MELVIN 04721‐01 Coarse Aggregate
004 2.565 2.604 1.52
008 2.599 2.647 1.88
009 2.635 2.687 1.98
057 2.587 2.631 1.70
067 2.594 2.637 1.66
078 2.607 2.651 1.70
467 2.578 2.620 1.64
Fine Aggregate
Screenings (10s) 2.765 2.778 0.48
Sand 2.758 2.781 0.85
MELVIN‐WASHINGTON COURT HOUSE 04836‐01 Fine Aggregate
Sand 2.537 2.640 4.07
MELVIN‐WILLIAMSPORT 04511‐01 Coarse Aggregate
004 2.686 2.714 1.01
008 2.646 2.689 1.66
009 2.618 2.671 2.04
057 2.656 2.694 1.44
Fine Aggregate
Screenings (10s) 2.647 2.695 1.82
Sand 2.625 2.684 2.23
MGQ‐OLD FORT 04107‐01 Coarse Aggregate
008 2.689 2.714 0.93
009 2.737 2.759 0.80
057 2.658 2.682 0.90
Fine Aggregate
Screenings (10s) 2.758 2.775 0.62
Sand 2.748 2.772 0.85
MIDVALE‐MIDVALE 05029‐01 Coarse Aggregate
008 2.547 2.590 1.70
057 2.541 2.585 1.72
Fine Aggregate
Sand 2.606 2.630 0.93
MILTON‐LUDLOW FALLS 04612‐01 Fine Aggregate
Sand 2.656 2.686 1.13
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
MILTON‐LUDLOW FALLS
MORROW S&G‐MORROW 04723‐01 Coarse Aggregate
008 2.614 2.651 1.43
Fine Aggregate
Sand 2.636 2.667 1.17
MOUNTAIN‐CARTER CITY 04843‐01 Fine Aggregate
Screenings (10s) 2.675 2.693 0.67
MOUNTAIN‐GREENUP,KY 04842‐01 Coarse Aggregate
008 2.486 2.540 2.20
Fine Aggregate
Sand 2.761 2.795 1.22
MULZER CR‐CAPE SANDY 04932‐01 Coarse Aggregate
089 2.638 2.669 1.14
Fine Aggregate
Sand 2.615 2.660 1.71
MULZER CR‐CHARLESTOWN 04933‐01 Coarse Aggregate
057 2.594 2.643 1.91
MULZER‐NEW AMSTERDAM 04769‐01 Coarse Aggregate
008 2.618 2.653 1.33
057 2.644 2.668 0.89
NATIONAL L&S‐BUCKLAND 4636B‐01 Coarse Aggregate
007 2.645 2.681 1.36
008 2.641 2.682 1.57
057 2.626 2.660 1.32
Fine Aggregate
Screenings (10s) 2.726 2.761 1.30
Sand 2.730 2.766 1.31
NATIONAL L&S‐CAREY C‐6 04030‐01 Coarse Aggregate
004 2.582 2.617 1.38
008 2.629 2.672 1.63
057 2.628 2.663 1.36
067 2.614 2.652 1.44
Fine Aggregate
Screenings (10s) 2.775 2.794 0.68
Sand 2.725 2.754 1.08
NATIONAL L&S‐CHESTERVILLE S&G 04521‐01 Coarse Aggregate
008 2.536 2.603 2.65
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
NATIONAL L&S‐CHESTERVILLE S&G 04521‐01 Fine Aggregate
Sand 2.589 2.641 1.99
NATIONAL L&S‐DELAWARE 04505‐01 Coarse Aggregate
004 2.539 2.592 2.10
008 2.534 2.598 2.53
057 2.543 2.596 2.08
Fine Aggregate
Sand 2.560 2.637 3.01
NATIONAL L&S‐FINDLAY 04007‐01 Coarse Aggregate
004 2.685 2.715 1.12
008 2.677 2.716 1.46
057 2.705 2.736 1.16
Fine Aggregate
Screenings (10s) 2.684 2.734 1.86
Sand 2.662 2.717 2.08
NATIONAL L&S‐LIMA 04008‐01 Coarse Aggregate
004 2.615 2.640 0.98
008 2.690 2.716 0.96
009 2.712 2.738 0.94
057 2.646 2.674 1.06
067 2.702 2.727 0.90
Fine Aggregate
Screenings (10s) 2.770 2.784 0.52
Sand 2.771 2.788 0.63
NATIONAL L&S‐MARION 04512‐01 Coarse Aggregate
004 2.563 2.616 2.06
008 2.562 2.621 2.32
009 2.514 2.598 3.32
057 2.570 2.623 2.07
Fine Aggregate
Screenings (10s) 2.594 2.664 2.71
Sand 2.556 2.645 3.50
NATIONAL L&S‐RIMER 04027‐01 Coarse Aggregate
004 2.700 2.724 0.86
008 2.697 2.728 1.13
057 2.733 2.755 0.80
NATIONAL‐BUCYRUS 04202‐01 Coarse Aggregate
008 2.488 2.575 3.46
009 2.480 2.572 3.73
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
NATIONAL‐BUCYRUS 04202‐01 057 2.519 2.587 2.69
Fine Aggregate
Sand 2.488 2.584 3.87
NATIONAL‐U.SANDUSKY 04019‐01 Fine Aggregate
Sand 2.507 2.570 2.55
NEERS S&G‐BELLEFONTAINE 04629‐01 Coarse Aggregate
008 2.609 2.662 2.02
057 2.621 2.667 1.77
Fine Aggregate
Sand 2.623 2.669 1.77
NELSON S&G‐KINGSVILLE 04301‐01 Coarse Aggregate
008 2.407 2.484 3.20
Fine Aggregate
Sand 2.578 2.617 1.52
NEWARK MATERIALS LLC.‐NEWARK 04434‐01 Fine Aggregate
Sand 2.563 2.602 1.53
NEWTON AGG‐DOVER 05020‐01 Coarse Aggregate
008 2.541 2.588 1.86
057 2.491 2.540 1.98
Fine Aggregate
Sand 2.597 2.627 1.16
NORTHERN KENTUCKY‐PETERSBURG 04745‐01 Fine Aggregate
Sand 2.616 2.639 0.87
4745A‐01 Coarse Aggregate
008 2.636 2.673 1.40
057 2.667 2.696 1.08
Fine Aggregate
Sand 2.633 2.668 1.33
OHIO ASPHALTIC‐HILLSBORO 04819‐01 Coarse Aggregate
008 2.643 2.689 1.73
057 2.611 2.651 1.54
Fine Aggregate
Sand 2.756 2.779 0.83
OLEN CORP‐COLUMBUS CR GR 04509‐01 Coarse Aggregate
007 2.626 2.669 1.64
008 2.618 2.665 1.80
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
OLEN CORP‐COLUMBUS CR GR 04509‐01 057 2.643 2.682 1.45
067 2.621 2.667 1.76
467 2.620 2.661 1.55
Fine Aggregate
Sand 2.596 2.659 2.44
OLEN CORP‐COLUMBUS LIMESTONE 04538‐01 Coarse Aggregate
004 2.593 2.631 1.46
008 2.593 2.638 1.74
057 2.607 2.643 1.39
Fine Aggregate
Sand 2.607 2.651 1.71
OLEN CORP‐COLUMBUS40% 4509A‐01 Coarse Aggregate
008 2.614 2.659 1.70
009 2.599 2.648 1.87
057 2.618 2.657 1.48
Fine Aggregate
Sand 2.563 2.610 1.85
Mason Sand 2.610 2.654 1.69
OLEN CORP‐FREDERICKTOWN 04420‐01 Coarse Aggregate
008 2.551 2.609 2.28
009 2.476 2.561 3.43
057 2.526 2.585 2.34
Fine Aggregate
Sand 2.564 2.609 1.72
OLEN CORP‐ST.LOUISVILLE 04410‐01 Coarse Aggregate
009 2.544 2.603 2.28
Fine Aggregate
Sand 2.581 2.621 1.56
OLEN CORP‐WOOSTER 04215‐01 Coarse Aggregate
008 2.583 2.642 2.30
009 2.538 2.596 2.30
057 2.589 2.645 2.16
Fine Aggregate
Sand 2.592 2.637 1.72
4215A‐01 Coarse Aggregate
057 2.643 2.690 1.78
Fine Aggregate
Sand 2.578 2.627 1.90
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
OLEN‐ST. LOUISVILLE WITH SHELLY‐
COLUMBUS 4410B‐01 Coarse Aggregate
008 2.580 2.630 1.92
OLEN‐UPPER SANDUSKY 04004‐01 Coarse Aggregate
007 2.681 2.724 1.60
008 2.649 2.703 2.03
009 2.643 2.699 2.10
057 2.677 2.719 1.56
Fine Aggregate
Screenings (10s) 2.676 2.723 1.76
Sand 2.652 2.719 2.54
4004A‐01 Coarse Aggregate
004 2.667 2.705 1.42
008 2.632 2.687 2.07
009 2.635 2.690 2.07
057 2.635 2.681 1.76
067 2.655 2.700 1.68
Fine Aggregate
Screenings (10s) 2.650 2.704 2.05
Sand 2.653 2.714 2.32
ONTARIO ROCK‐ONTARIO 04144‐01 Coarse Aggregate
008 2.918 2.925 0.23
Fine Aggregate
Raulumac (Grade A) 2.918 2.922 0.14
OSTER S&G‐BOLIVAR#2 05027‐01 Coarse Aggregate
008 2.466 2.532 2.70
Fine Aggregate
Sand 2.581 2.615 1.30
Mason Sand 2.604 2.626 0.83
OSTER S&G‐MASSILLON 04325‐01 Coarse Aggregate
004 2.550 2.591 1.63
008 2.563 2.617 2.13
009 2.555 2.606 1.99
057 2.551 2.606 2.14
Fine Aggregate
Sand 2.596 2.629 1.29
PHILLIPS COMPANIES‐VANDALIA 04614‐01 Coarse Aggregate
008 2.620 2.668 1.83
009 2.616 2.668 2.00
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
PHILLIPS COMPANIES‐VANDALIA 04614‐01 057 2.635 2.677 1.58
Fine Aggregate
Sand 2.646 2.691 1.70
PHILLIPS‐XENIA 04725‐01 Coarse Aggregate
008 2.596 2.645 1.90
057 2.606 2.653 1.80
Fine Aggregate
Sand 2.620 2.657 1.43
4725A‐01 Coarse Aggregate
008 2.627 2.668 1.53
PHOENIX SERVICES LLC ‐ MINGO JUNCTION 05002‐01 Coarse Aggregate
008 2.915 3.025 3.78
Fine Aggregate
Sand 2.733 2.908 6.40
PHOENIX‐MAGNOLIA 05064‐01 Coarse Aggregate
008 2.414 2.483 2.83
057 2.389 2.459 2.94
Fine Aggregate
Sand 2.538 2.581 1.69
PIQUA MINERALS‐PIQUA 04615‐01 Coarse Aggregate
004 2.699 2.732 1.22
008 2.706 2.739 1.22
009 2.692 2.710 0.70
057 2.725 2.752 0.98
Fine Aggregate
Sand 2.722 2.755 1.20
POEPPELMAN‐BRADFORD 04631‐01 Coarse Aggregate
008 2.661 2.695 1.30
009 2.638 2.685 1.79
057 2.630 2.666 1.34
Fine Aggregate
Sand 2.763 2.780 0.62
PRECISION‐PORTAGE 04133‐01 Coarse Aggregate
004 2.640 2.665 0.94
008 2.676 2.708 1.17
057 2.633 2.663 1.15
Fine Aggregate
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
PRECISION‐PORTAGE 04133‐01 Sand 2.774 2.803 1.03
PUTNAM AGGREGATES‐OTTAWA 04011‐01 Coarse Aggregate
008 2.709 2.729 0.73
057 2.683 2.718 1.29
Fine Aggregate
Screenings (10s) 2.718 2.760 1.55
Sand 2.702 2.750 1.77
QUALITY‐WAPAKONETA 04633‐01 Fine Aggregate
Sand 2.604 2.654 1.95
R.W.SIDLEY S&G‐N.KINGSVILLE 04335‐01 Coarse Aggregate
008 2.431 2.505 3.06
009 2.448 2.533 3.48
Fine Aggregate
Sand 2.546 2.599 2.10
R.W.SIDLEY‐THOMPSON 05113‐01 Coarse Aggregate
008 2.600 2.610 0.37
009 2.614 2.624 0.40
067 2.603 2.609 0.26
Fine Aggregate
Sand 2.639 2.645 0.23
RAZOR LAKE‐NEWCOMERSTOWN 04423‐01 Fine Aggregate
Sand 2.594 2.619 0.96
RIVER S&G‐VANCEBURG 04845‐01 Fine Aggregate
Sand 2.601 2.623 0.83
ROUND LAKE‐ADDISON 04122‐01 Coarse Aggregate
008 2.623 2.659 1.40
Fine Aggregate
Sand 2.624 2.659 1.32
4122A‐01 Fine Aggregate
Sand 2.667 2.697 1.14
RUPP‐MARSHALLVILLE 04214‐01 Coarse Aggregate
008 2.589 2.645 2.15
057 2.538 2.596 2.27
Fine Aggregate
Sand 2.595 2.633 1.45
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
S.COLUMBUS AGG‐LOCKBOURNE 04522‐01 Coarse Aggregate
089 2.606 2.650 1.69
Fine Aggregate
Sand 2.592 2.636 1.70
SHAMROCK S&G‐TRENTON 04726‐01 Coarse Aggregate
057 2.647 2.685 1.44
Fine Aggregate
Sand 2.649 2.680 1.18
SHELLY MATLS‐BELLE CENTER 04626‐01 Coarse Aggregate
004 2.647 2.682 1.34
007 2.660 2.696 1.36
008 2.640 2.686 1.73
009 2.586 2.660 2.91
057 2.645 2.681 1.39
Fine Aggregate
Sand 2.654 2.706 1.95
SHELLY MATLS‐CHILLICOTHE‐1 04804‐01 Coarse Aggregate
007 2.635 2.674 1.48
008 2.583 2.626 1.69
009 2.569 2.619 1.95
057 2.584 2.628 1.70
Fine Aggregate
Sand 2.580 2.621 1.59
SHELLY MATLS‐COLUMBUS (PUGMILL) 4502B‐01 Coarse Aggregate
008 2.592 2.638 1.80
SHELLY MATLS‐COLUMBUS LS 04502‐01 Coarse Aggregate
004 2.640 2.670 1.12
007 2.611 2.654 1.64
008 2.574 2.623 1.90
057 2.632 2.667 1.34
Fine Aggregate
Sand 2.602 2.656 2.07
SHELLY MATLS‐COSHOCTON 04403‐01 Coarse Aggregate
008 2.566 2.617 2.00
009 2.555 2.613 2.29
057 2.584 2.628 1.71
Fine Aggregate
Sand 2.589 2.626 1.47
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
SHELLY MATLS‐COSHOCTON 4403A‐01 Fine Aggregate
Sand 2.595 2.627 1.22
SHELLY MATLS‐COSHOCTON (GR/LST BLEND) 4403B‐01 Coarse Aggregate
008 2.586 2.627 1.60
SHELLY MATLS‐E.FULTONHAM *SRH 04413‐01 Coarse Aggregate
004 2.627 2.664 1.41
008 2.611 2.655 1.69
057 2.600 2.648 1.88
Fine Aggregate
Screenings (10s) 2.630 2.665 1.35
Sand 2.631 2.667 1.40
SHELLY MATLS‐FOREST 04020‐01 Coarse Aggregate
004 2.583 2.617 1.30
008 2.647 2.678 1.20
057 2.625 2.654 1.08
Fine Aggregate
Sand 2.769 2.779 0.36
SHELLY MATLS‐LOCKBOURNE 04523‐01 Coarse Aggregate
008 2.568 2.621 2.06
SHELLY MATLS‐MANTUA 04390‐01 Coarse Aggregate
004 2.496 2.554 2.31
008 2.543 2.597 2.13
057 2.513 2.574 2.42
Fine Aggregate
Sand 2.628 2.648 0.75
SHELLY MATLS‐NEWARK 04407‐01 Fine Aggregate
Sand 2.551 2.597 1.80
SHELLY MATLS‐OSTRANDER 04519‐01 Coarse Aggregate
004 2.570 2.623 2.08
008 2.547 2.618 2.80
009 2.543 2.614 2.82
057 2.571 2.624 2.08
Fine Aggregate
Sand 2.581 2.649 2.64
SHELLY MATLS‐PORTLAND 04958‐01 Coarse Aggregate
008 2.545 2.583 1.50
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
SHELLY MATLS‐PORTLAND 04958‐01 009 2.547 2.600 2.09
057 2.534 2.570 1.44
Fine Aggregate
Sand 2.593 2.621 1.09
SHELLY MATLS‐REEDSVILLE 04945‐01 Coarse Aggregate
008 2.521 2.566 1.80
057 2.528 2.567 1.56
Fine Aggregate
Sand 2.619 2.642 0.88
SHELLY MATLS‐SPRINGFIELD 04652‐01 Coarse Aggregate
009 2.576 2.640 2.50
057 2.623 2.669 1.74
SHELLY MATLS‐WILLOW ISLAND 04948‐01 Coarse Aggregate
008 2.475 2.524 2.00
057 2.480 2.524 1.79
Fine Aggregate
Sand 2.564 2.595 1.22
SHELLY MATLS‐YORK CENTER 04513‐01 Coarse Aggregate
004 2.642 2.687 1.69
008 2.662 2.710 1.81
057 2.653 2.697 1.66
Fine Aggregate
Screenings (10s) 2.660 2.716 2.11
SIMAK‐N.KINGSVILLE 04380‐01 Fine Aggregate
Sand 2.528 2.590 2.47
SMALLS S&G‐GAMBIER 04419‐01 Coarse Aggregate
008 2.521 2.582 2.39
009 2.521 2.588 2.63
057 2.537 2.592 2.16
Fine Aggregate
Sand 2.574 2.614 1.55
4419A‐01 Fine Aggregate
Sand 2.533 2.599 2.62
SMELTER SD‐THESSALON 04126‐01 Coarse Aggregate
057 2.733 2.740 0.26
Fine Aggregate
Sand 2.709 2.717 0.28
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
SMELTER SD‐THESSALON
SOBER S&G‐ROOTSTOWN 04377‐01 Coarse Aggregate
008 2.567 2.610 1.69
057 2.565 2.606 1.62
Fine Aggregate
Sand 2.636 2.652 0.61
SOEHNLEN‐BEACH CITY 05069‐01 Fine Aggregate
Sand 2.610 2.640 1.14
SOLOMON MINES‐SALEM 04371‐01 Fine Aggregate
Sand 2.510 2.581 2.82
STAFFORD GR‐BUTLER 04135‐01 Fine Aggregate
Sand 2.625 2.648 0.87
STANSLEY‐GENOA 04118‐01 Coarse Aggregate
008 2.677 2.723 1.70
057 2.704 2.730 0.96
STERLING‐VERONA,KY 04789‐01 Coarse Aggregate
008 2.691 2.702 0.40
057 2.693 2.707 0.52
STOCKER‐GNADENHUTTEN 09552‐01 Coarse Aggregate
008 2.521 2.568 1.86
009 2.500 2.555 2.19
057 2.536 2.579 1.70
Fine Aggregate
Sand 2.600 2.628 1.09
9552A‐01 Coarse Aggregate
008 2.572 2.612 1.54
Fine Aggregate
Sand 2.615 2.637 0.84
STOCKER‐PT.WASHINGTON 05038‐01 Coarse Aggregate
008 2.541 2.585 1.76
057 2.558 2.597 1.52
Fine Aggregate
Sand 2.601 2.628 1.04
5038A‐01 Coarse Aggregate
009 2.513 2.563 1.99
Fine Aggregate
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
STOCKER‐PT.WASHINGTON 5038A‐01 Sand 2.586 2.620 1.31
STONECO‐ANN ARBOR,MI 04160‐01 Fine Aggregate
Sand 2.652 2.670 0.67
STONECO‐CELINA 04622‐01 Coarse Aggregate
004 2.596 2.636 1.52
007 2.613 2.658 1.72
008 2.611 2.665 2.06
009 2.629 2.684 2.09
057 2.607 2.654 1.80
Fine Aggregate
Screenings (10s) 2.651 2.713 2.34
Sand 2.725 2.764 1.42
STONECO‐LIME CITY 04101‐01 Coarse Aggregate
057 2.675 2.708 1.24
Fine Aggregate
Sand 2.706 2.740 1.25
STONECO‐MAUMEE 04123‐01 Coarse Aggregate
004 2.702 2.721 0.70
057 2.724 2.743 0.70
Fine Aggregate
Screenings (10s) 2.735 2.767 1.16
Sand 2.739 2.770 1.14
4123A‐01 Coarse Aggregate
7/16" x 1/4" 2.669 2.708 1.43
3/4" x 1/2" 2.666 2.696 1.12
1" x 3/4" 2.670 2.697 1.00
1/2" x 7/16" 2.669 2.703 1.27
STONECO‐MAYBEE,MI 04154‐01 Fine Aggregate
Raulumac (Grade B) 2.653 2.710 2.14
STONECO‐MOSCOW,MI 04131‐01 Fine Aggregate
Sand 2.624 2.653 1.12
STONECO‐OAKWOOD 04012‐01 Coarse Aggregate
004 2.553 2.609 2.18
008 2.587 2.645 2.25
057 2.562 2.620 2.24
Fine Aggregate
Screenings (10s) 2.585 2.648 2.45
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
STONECO‐OAKWOOD
STONECO‐OTTAWA LAKE, MI 04132‐01 Coarse Aggregate
004 2.668 2.706 1.44
008 2.663 2.710 1.76
009 2.658 2.711 2.00
057 2.654 2.698 1.68
STONECO‐PORTAGE 04103‐01 Coarse Aggregate
004 2.646 2.679 1.24
008 2.643 2.691 1.80
009 2.660 2.710 1.90
057 2.660 2.694 1.28
078 2.641 2.682 1.57
Fine Aggregate
Screenings (10s) 2.759 2.792 1.20
Sand 2.701 2.753 1.92
STONECO‐SCOTT 04013‐01 Coarse Aggregate
004 2.688 2.712 0.90
007 2.706 2.731 0.90
008 2.700 2.728 1.03
009 2.693 2.727 1.29
057 2.698 2.726 1.04
Fine Aggregate
Sand 2.730 2.757 0.99
SUBTROPILIS‐PETERSBURG *SR 04394‐01 Coarse Aggregate
004 2.699 2.708 0.32
008 2.684 2.697 0.50
009 2.693 2.703 0.35
057 2.694 2.705 0.40
067 2.696 2.706 0.36
Fine Aggregate
Sand 2.685 2.704 0.70
SUFFIELD‐MOGADORE 04399‐01 Fine Aggregate
Sand 2.589 2.612 0.89
TERRA‐MERCER,PA 04396‐01 Coarse Aggregate
008 2.463 2.533 2.83
Fine Aggregate
Sand 2.576 2.615 1.48
THREE RIVERS AGGREGATE, LLC.‐SLIPPERY
ROCK #2 04395‐01 Fine Aggregate
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
ROCK #2 04395‐01 Sand 2.584 2.633 1.88
THREE RIVERS AGGREGATES, LLC ‐ BLACK
RUN 04375‐01 Fine Aggregate
Sand 2.547 2.603 2.22
THREE RIVERS AGGREGATES, LLC.‐ MERCER
QUARRY 04349‐01 Fine Aggregate
Sand 2.568 2.613 1.76
TIGER S&G‐MASSILLON 04344‐01 Coarse Aggregate
008 2.532 2.594 2.45
Fine Aggregate
Sand 2.608 2.639 1.17
TOW PATH‐FRANKFORT 04841‐01 Coarse Aggregate
008 2.577 2.638 2.36
057 2.594 2.638 1.69
Fine Aggregate
Sand 2.565 2.627 2.42
TOW PATH‐LUCASVILLE 04838‐01 Coarse Aggregate
008 2.490 2.557 2.69
057 2.452 2.523 2.90
Fine Aggregate
Sand 2.586 2.622 1.41
TUFFCO‐PLAIN CITY 04516‐01 Coarse Aggregate
008 2.582 2.648 2.52
057 2.598 2.654 2.16
Fine Aggregate
Sand 2.605 2.660 2.15
4516A‐01 Coarse Aggregate
008 2.586 2.659 2.79
057 2.603 2.660 2.17
Fine Aggregate
Sand 2.594 2.667 2.83
U.S. AGGREGATES, INC.‐BERNE 04031‐01 Coarse Aggregate
008 2.636 2.685 1.87
Fine Aggregate
Sand 2.669 2.725 2.08
U.S. AGGREGATES, INC.‐DECATUR 04005‐01 Coarse Aggregate
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
U.S. AGGREGATES, INC.‐DECATUR 04005‐01 008 2.657 2.698 1.53
009 2.653 2.698 1.70
057 2.576 2.623 1.82
068 2.626 2.669 1.61
467 2.596 2.641 1.72
Fine Aggregate
Screenings (10s) 2.733 2.759 0.94
Sand 2.698 2.737 1.45
U.S. AGGREGATES, INC.‐PORTLAND 04032‐01 Coarse Aggregate
004 2.573 2.612 1.54
008 2.623 2.667 1.67
009 2.644 2.686 1.60
057 2.606 2.647 1.58
068 2.587 2.634 1.82
Fine Aggregate
Sand 2.721 2.750 1.08
U.S. AGGREGATES, INC.‐RIDGEVILLE 04033‐01 Coarse Aggregate
008 2.587 2.641 2.09
057 2.544 2.603 2.30
Fine Aggregate
Sand 2.725 2.760 1.30
U.S. AGGREGATES‐RICHMOND,IN 04709‐01 Fine Aggregate
Sand 2.636 2.675 1.48
UNITED AGG‐DANVILLE 04405‐01 Fine Aggregate
Sand 2.581 2.619 1.48
UNITED AGG‐MT.VERNON 04409‐01 Fine Aggregate
Sand 2.556 2.603 1.84
URBANA MATLS‐URBANA 04628‐01 Coarse Aggregate
008 2.627 2.675 1.80
057 2.652 2.692 1.52
Fine Aggregate
Sand 2.641 2.671 1.15
WALHONDLING VALLEY SAND & GRAVEL‐
WALHONDLING 04433‐01 Coarse Aggregate
008 2.559 2.611 2.03
Fine Aggregate
Sand 2.604 2.636 1.23
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
WALLS‐FT.JEFFERSON 4602A‐01 Coarse Aggregate
004 2.597 2.632 1.35
008 2.634 2.675 1.56
009 2.676 2.714 1.39
057 2.639 2.672 1.26
Fine Aggregate
Screenings (10s) 2.782 2.797 0.55
Sand 2.744 2.768 0.86
WATSON‐CLEVES 04787‐01 Coarse Aggregate
008 2.587 2.631 1.73
009 2.575 2.621 1.79
057 2.613 2.652 1.48
Fine Aggregate
Sand 2.625 2.651 1.00
WATSON‐HARRISON#2 04779‐01 Coarse Aggregate
008 2.583 2.630 1.80
009 2.570 2.619 1.89
057 2.600 2.640 1.54
Fine Aggregate
Sand 2.605 2.639 1.29
WATSON‐MIDDLETOWN 04744‐01 Coarse Aggregate
008 2.636 2.674 1.47
009 2.616 2.657 1.59
057 2.639 2.675 1.40
Fine Aggregate
Sand 2.637 2.670 1.26
WATSON‐ROSS 04729‐01 Coarse Aggregate
008 2.616 2.656 1.54
009 2.584 2.627 1.69
057 2.627 2.664 1.42
Fine Aggregate
Sand 2.618 2.649 1.19
WEBER S&G‐EDGERTON 04117‐01 Fine Aggregate
Sand 2.631 2.657 1.00
WEIDLE S&G‐GERMANTOWN 04650‐01 Coarse Aggregate
008 2.641 2.684 1.63
057 2.650 2.687 1.42
Fine Aggregate
Sand 2.657 2.690 1.25
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
WEIDLE S&G‐GERMANTOWN
WELCH S&G‐HAMILTON 04733‐01 Coarse Aggregate
008 2.612 2.662 1.93
057 2.606 2.656 1.90
Fine Aggregate
Sand 2.637 2.662 0.95
WEST MILLGROVE STONE‐W.MILLGROVE 04108‐01 Coarse Aggregate
004 2.586 2.616 1.15
007 2.625 2.665 1.51
008 2.653 2.687 1.27
009 2.674 2.709 1.30
057 2.662 2.687 0.91
067 2.654 2.683 1.10
Fine Aggregate
Screenings (10s) 2.750 2.780 1.10
Sand 2.733 2.770 1.34
WESTFALL‐CIRCLEVILLE 04535‐01 Coarse Aggregate
008 2.555 2.618 2.49
057 2.540 2.602 2.42
Fine Aggregate
Sand 2.545 2.610 2.56
WYANDOT‐CAREY 04017‐01 Coarse Aggregate
004 2.658 2.686 1.06
007 2.666 2.701 1.30
008 2.697 2.728 1.13
009 2.708 2.741 1.20
057 2.697 2.719 0.82
Fine Aggregate
Sand 2.740 2.772 1.16
WYSONG GR‐CAMDEN 04734‐01 Coarse Aggregate
008 2.636 2.680 1.67
009 2.625 2.675 1.90
057 2.661 2.695 1.26
Fine Aggregate
Sand 2.645 2.685 1.52
WYSONG GR‐W.ALEXANDRIA 04736‐01 Coarse Aggregate
008 2.658 2.702 1.67
009 2.627 2.680 2.00
057 2.651 2.691 1.50
Fine Aggregate
Revised: 3/11/2015 The Ohio Department of Transportation 2015 Specific Gravity Report
2015 ODOT Specific Gravity Report Values
Producer Name PS Code Material Type/Size Bulk DRY Sp Gr SSD Sp Gr Absorption %
WYSONG GR‐W.ALEXANDRIA 04736‐01 Sand 2.637 2.681 1.68
XL S&G‐NEGLEY 05039‐01 Fine Aggregate
Sand 2.577 2.639 2.39
YOUNGS S&G‐LOUDONVILLE 04201‐01 Coarse Aggregate
008 2.541 2.602 2.40
067 2.494 2.584 3.60
Fine Aggregate
Sand 2.586 2.630 1.69