Setup
Rev. 12-07
THE FOLLOWING INFORMATION IS REQUIRED TO BEGIN A DESIGN
Information entered will carry through the entire design and needs to be entered only once. Be sure you have
entered the correct information or you will get false results throughout the design.
DESIGN INFORMATION ASPHALT INFORMATION
Date Asphalt Supplier
Designed By Asphalt Supplier Code
Producer Specific Gravity of Asphalt
Nominal Size of Mix 25.0 mm Asphalt Grade
Design mESAL 0.3 to 100 mm 100 mm > 100 mm minimum maximum
0.3 to 15%)
Estimated Asphalt Content, Total Mix Rap Pile #
Notes:
Technician Date 1/2/2008
Page 15R 1b8649dd-3c32-4ff4-92cf-6faa602c40bc.xls
Rap Gmm
Rev. 12-07
MAXIMUM SPECIFIC GRAVITY AND Gse of RAP
Plant: Nominal Size: 25
Designed By: Million ESAL: 0.3 to 9.5
Effective Asphalt (Pbe)
Dust to Asphalt Ratio 0.6 - 1.2
ESTIMATED OPTIMUM ASPHALT TABLE
Estimated %AC @ 4% Voids 4.0%
Estimated %Air Voids @ Nini > 9.5
Estimated %VMA @ %AC 12 Min.
Estimated %VFA @ %AC 65-78
D/A Ratio : #200/Eff. AC 0.6 - 1.2
Selected Trial Blend -
Page 7 1b8649dd-3c32-4ff4-92cf-6faa602c40bc.xls
Design Agg. DESIGN AGGREGATE STRUCTURE INFORMATION
Rev. 12-07
Plant: Nominal Size: 25.0 mm
Designed By: Million ESAL: 0.3 to 9.5
Effective Asphalt (Pbe)
Dust to Asphalt Ratio 0.6 - 1.2
Page 9 1b8649dd-3c32-4ff4-92cf-6faa602c40bc.xls
vs.% Asphalt VARYING ASPHALT CONTENT RESULT ANALYSIS
Rev 12-07
Plant: Nominal Size: 25.0 mm
Designed By: Million ESAL: 0.3 to 9.5
VMA: 12 Min.
VFA: 65-78
D/A Ratio : #200/Eff. AC: 0.6 - 1.2
Page 10 1b8649dd-3c32-4ff4-92cf-6faa602c40bc.xls
OAC OPTIMUM ASPHALT CONTENT COMPACTED TO Nmax
Rev. 12-07
Plant: Nominal Size: 25.0 mm
Designed By: Million ESAL: 0.3 to < 3
Date: SRL: E
RAP: Asphalt Grade:
A. Selection of Optimum Asphalt Content
Based on the "vs. %Asphalt" charts, the optimum asphalt content would have the following properties.
Percent Asphalt at 4.0% Air Voids @ Ndes Bulk Gravity at % Asphalt
Percent VMA at % Asphalt Voids @ Nini at % Asphalt
Percent VFA at % Asphalt Dust to Asphalt Ratio at % Asphalt
B. Optimum Asphalt Content Compacted to Nmax
Optimum Asphalt Content ###### Maximum Theoretical Gravity (Gmm)
Specimen Weight Specimen Height %Gmm(Density) Properties @ Ndes
Gmb
Dry @Nini @Ndes @Nmax
Weight In Water SSD @Nmax @Nini @Ndes @Nmax Voids Gmb VMA VFA
Weight Weight 7 75 115
%Gmm vs. Gyrations
100
98
%Max. Theoretical Gravity
96
94
92
90
88
86
84
82
80
1 10 100 1000
Number of Gyrations
Page 11
1b8649dd-3c32-4ff4-92cf-6faa602c40bc.xls
AASHTO T 283 MOISTURE SENSITIVITY
Worksheet Only! Information Is To Be Manually Transferred To TSR Sheet
only use this sheet if you wish to compare samples prior to TSR testing
JMF # COND COND COND COND UNCOND UNCOND UNCOND UNCOND
SAMPLE 1 2 3 4 5 6 7 8
DIAMETER,mm D 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
THICKNESS,mm t
DRY MASS,g A
SSD MASS,g B
MASS IN WATER,g C
VOLUME,cc (B-C) E
BULK SP GRAVITY (A/E) F
MAX SP GRAVITY G
% AIR VOIDS(100(G-F)/G) H
VOL AIR VOIDS(HE/100) I
LOAD,N P
SATURATED
SSD MASS,g B'
MASS IN WATER,g C'
VOLUME,cc (B'-C') E'
VOL ABS WATER, cc (B'-A) J'
% SATURATION (100J'/I)
%SWELL (100(E'-E)/E)
TSR MOISTURE SUSCEPTIBILITY (TSR) WORKSHEET
Rev 12-07
Plant: Nominal Size: 25.0 mm
Designed By: Million ESAL: 0.3 to < 3
Date: SRL: E
RAP: Asphalt Grade:
A. Calculate the Height of Specimen Needed to Achieve 7.0 Air Voids
Weight of Specimen (From OAC) Mold Diameter (mm) 150
Gmm of OAC Desired Weight of TSR Specimen
%Gmm (corr.) @ Nmax from OAC Calculated Required Height
%Gmm (est.) @ Nmax From OAC Actual Height Setpoint
Calculated Required Height (mm)
B. Calculate the Air Voids of theTest Specimens
Sample Number 1 2 3 4 5 6
Dry Weight A
Weight In Water
SSD Weight
Volume of Sample (cc) E
Bulk Sp Gravity (Gsb)
Max Sp Gravity (Gmm)
% Air Voids
Volume of Air Voids G
C. Group the Specimens Into Two Sets
Unconditioned Set Conditioned Set
Sample Number 1 2 3 4 5 6
Air Voids
Average Air Voids #DIV/0! #DIV/0!
D. Calculate the Saturation of the Conditioned Set
SSD Weight After Saturation B'
Weight of Samp. + Vol. + H2O
Weight of Sample in Water After Saturation C'
Volume of Saturated Sample(cc) (B'-C') E'
Volume of Absorbed Water (cc) (B'-A) J'
% Saturation (J' / G)
E. Calculate the Average TSR
Recorded Load (@25 C) (Pounds)
Strength (2000 * Load/(Pi*Ht.*Diam.))
Average Dry Strength (kPa) Wet Strength (kPa)
Standard Deviation Unconditioned Conditioned
Coefficient of Variation Dry C.V. 12% Max Wet C.V. 24% Max
AC Manufacturer Used to Create Samples For This Test
Date of Breaks 12/19/2007
Test Performed By Witnessed By
Average TSR (Wet Strength / Dry Strength) : Visual Observations:
Page 12 1b8649dd-3c32-4ff4-92cf-6faa602c40bc.xls
TR-448A (Rev 12-07) JOB MIX FORMULA REPORT SUPPLIER CODE MATERIAL CLASS
JMF NO.
Year Number AGGREGATE SRL E
Original Design Date:
DATE SPEC PO
SUPPLIER NAME LOCATION
BITUMINOUS PLANT TYPE TONS PER HOUR 0 TPH ECMS NO. Mix Time
Dry Wet
SR & SEC CONTRACTOR LOCATION
Material Supplier Code Material Code Material Class % In Mix Bulk Sp. Gr. % Absorption
Alternate AC Suppliers
JOB MIX FORMULA AND DESIGN
.075 .150 .300 .600 1.18 2.36 4.75 9.5 12.5 19 25 37.5 50
AC mm mm mm mm mm mm mm mm mm mm mm mm mm F/A Pbe
% #200 #100 #50 #30 #16 #8 #4 3/8 1/2 3/4 1 1 1/2 2 ratio %
Design
% Virgin AC % Reclaimed AC
MIX CHARACTERISTICS ( GYRATORY)
Gyrations @ Gyrations @ Gyration @ Combined Agg Max Density Ndes Density
Nini Ndes Nmax Design ESAL's Gravity Gsb Gmm Gmb
7 75 115 0.3 to < 3
% Voids @ Nini % Voids @ Ndes % Voids @ Nmax % VMA @ Ndes % VFA @ Ndes Lbs / Cu.Ft. Specimen Wt
IGNITION FURNACE DATA TSR DATA
Oven Make Set Temp. Sample Size AC Cf #200 Cf TSR Value
Combined Aggregate Consensus Properties
AASHTO T176 AASHTO T304 ASTM D5821 ASTM D4791
Sand Equivalent Uncompacted Void Content Coarse Aggregate Angularity Flat & Elongated
(1 Face) / (2 Faces)
GRADATION CHART IS PART OF THIS JOB MIX FORMULA
Designed by Date
Tech ID #
Approved and Submitted by Date
Reviewed by DME / DMM Date
Page 1
Height Data
Rev 12-07
TRIAL BLENDS ASPHALT TRIALS
Blend 1 Blend 2 Blend 3 AC AC AC AC AC at Max
Gyration 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2
0
6
7
8
9
50
75
100
115
125
160
205
Please submit partial list only
Page 18 1b8649dd-3c32-4ff4-92cf-6faa602c40bc.xls
TR-448A (Rev 12-07) JOB MIX FORMULA REPORT SUPPLIER CODE MATERIAL CLASS
JMF NO.
Year Number AGGREGATE SRL
Original Design Date:
DATE SPEC PO
SUPPLIER NAME LOCATION
BITUMINOUS PLANT TYPE TONS PER HOUR ECMS NO. Mix Time
Dry Wet
SR & SEC CONTRACTOR LOCATION
Material Supplier Code Material Code Material Class % In Mix Bulk Sp. Gr. % Absorption
Alternate AC Suppliers
JOB MIX FORMULA AND DESIGN
.075 .150 .300 .600 1.18 2.36 4.75 9.5 12.5 19 25 37.5 50
AC mm mm mm mm mm mm mm mm mm mm mm mm mm F/A Pbe
% #200 #100 #50 #30 #16 #8 #4 3/8 1/2 3/4 1 1 1/2 2 ratio %
Design
% Virgin AC % Reclaimed AC
MIX CHARACTERISTICS ( GYRATORY)
Gyrations @ Gyrations @ Gyration @ Combined Agg Max Density Ndes Density
Nini Ndes Nmax Design ESAL's Gravity Gsb Gmm Gmb
% Voids @ Nini % Voids @ Ndes % Voids @ Nmax % VMA @ Ndes % VFA @ Ndes Lbs / Cu.Ft. Specimen Wt
IGNITION FURNACE DATA TSR DATA
Oven Make Set Temp. Sample Size AC Cf #200 Cf TSR Value
Combined Aggregate Consensus Properties
AASHTO T176 AASHTO T304 ASTM D5821 ASTM D4791
Sand Equivalent Uncompacted Void Content Coarse Aggregate Angularity Flat & Elongated
(1 Face) / (2 Faces)
GRADATION CHART IS PART OF THIS JOB MIX FORMULA
Designed by Date
Tech ID #
Approved and Submitted by Date
Reviewed by DME / DMM Date
Page 1 Manual Entry
Blend Sheet 1
Rev. 12-07
Date Nominal Size 25.0 mm
Designed by Design Esals 0.3 to < 3
Producer SRL E
Specimen Blend Sheet: Blend 1
Gmb Specimen
Individual Cumulative Total Aggregate Wt
Sieve Weights Weights
50.0 Binder %
37.5 Agg Wt
25.0 Binder Wt
19.0 Total Wt
12.5
9.5
4.75
2.36
1.18
0.60
0.30
0.150 Baghouse #200
0.075
Gmm Specimen
Individual Cumulative Total Aggregate Wt
Sieve Weights Weights
50.0 Binder %
37.5 Agg Wt
25.0 Binder Wt
19.0 Total Wt
12.5
9.5
4.75
2.36
1.18
0.60
0.30
0.150 Baghouse #200
0.075
Page 19-1 1b8649dd-3c32-4ff4-92cf-6faa602c40bc.xls
Blend Sheet 2
Rev 12-07
Date Nominal Size 25.0 mm
Designed by Design Esals 0.3 to < 3
Producer SRL E
Specimen Blend Sheet: Blend 2
Gmb Specimen
Individual Cumulative Total Aggregate Wt
Sieve Weights Weights
50.0 Binder %
37.5 Agg Wt
25.0 Binder Wt
19.0 Total Wt
12.5
9.5
4.75
2.36
1.18
0.60
0.30
0.150 Baghouse #200
0.075
Gmm Specimen
Individual Cumulative Total Aggregate Wt
Sieve Weights Weights
50.0 Binder %
37.5 Agg Wt
25.0 Binder Wt
19.0 Total Wt
12.5
9.5
4.75
2.36
1.18
0.60
0.30
0.150 Baghouse #200
0.075
Page 19-2 1b8649dd-3c32-4ff4-92cf-6faa602c40bc.xls
Blend Sheet 3
Rev 12-07
Date Nominal Size 25.0 mm
Designed by Design Esals 0.3 to < 3
Producer SRL E
Specimen Blend Sheet: Blend 3
Gmb Specimen
Individual Cumulative Total Aggregate Wt
Sieve Weights Weights
50.0 Binder %
37.5 Agg Wt
25.0 Binder Wt
19.0 Total Wt
12.5
9.5
4.75
2.36
1.18
0.60
0.30
0.150 Baghouse #200
0.075
Gmm Specimen
Individual Cumulative Total Aggregate Wt
Sieve Weights Weights
50.0 Binder %
37.5 Agg Wt
25.0 Binder Wt
19.0 Total Wt
12.5
9.5
4.75
2.36
1.18
0.60
0.30
0.150 Baghouse #200
0.075
Page 19-3 1b8649dd-3c32-4ff4-92cf-6faa602c40bc.xls