Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 2324 DEA: 04444004
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84-7.9/9.5
Work Description: EXISTING HIGHWAY TO BE WIDENED
Location Description: IN ALAMEDA COUNTY IN NEWARK FROM NEWARK BLVD UNDERCROSSING TO 0.2 KM WEST OF RT. 880/84 SEPARATION.
Contractor Name: PAVEX CONSTRUCTION DIVISION
Contractor Address: 120 GRANITE ROCK WAY, SAN JOSE CA 95136
Resident Engineer: FLOR ALBANO Structure Rep.: Unknown
DIME Sample ID: 2025-04-08-8
TL Number from the TL Form:
Sample Submitted By Organization: Ergon Asphalt & Emulsions
Sample Organization Contact: (702) 736-2059
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 04/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/08/2025
The quantity of what the sample constitutes: 40000
A brief description of the sample: Asphalt Binder Sample
From where was the sample collected: Manufacturer
Laboratory sample identification: Z32210684
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ergon Asphalt and Emulsions
Performance Grade: PG 64-28 M
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Ergon Asphalt & Emulsions Incorporated - Las Vegas NV
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2025-04-08-8-1
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 04/09/2025
Date Tested: 04/08/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2025-04-08-8-2
Test Method: AASHTO R28-16: Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel (PAV)
Verified Date: 04/09/2025
Date Tested: 04/08/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Sample identification
|
PG64-28M
|
|
Aging Test Temperature, nearest 0.5 C
|
100 C
|
|
Minimum aging temperature recorded
|
100 C
|
|
Maximum aging temperature recorded
|
100 C
|
|
Total time during aging that temperature was outside the specified range
|
no data0 minutes
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|
Total aging time (hour)
|
20 hours
|
|
Total aging time (minute)
|
1200 minutes
|
|
The heating temperature
|
100 C
|
DIME Test ID: 2025-04-08-8-3
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 04/09/2025
Date Tested: 04/08/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
% Elongation Recovery
|
84 %
|
DIME Test ID: 2025-04-08-8-4
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 04/09/2025
Date Tested: 04/09/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Time test started
|
no data HH:MM:SS
|
|
Flags issued by software during test
|
no data
|
|
Correlation coefficient (R²)
|
no data0
|
|
Regression coefficient a
|
no data
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|
Regression coefficient b
|
no data
|
|
Regression coefficient c
|
no data
|
|
Load at time 0.0
|
no data0 mN
|
|
Deflection at time 0.0 s
|
no data0 µm
|
|
Load at time 0.5 s
|
no data0 mN
|
|
Deflection at time 0.5 s
|
no data0 µm
|
|
Load at 60.0 s
|
no data0 mN
|
|
Beam deflection 60.0 s
|
no data0 µm
|
|
Measured Stiffness Modulus 60.0 s
|
no data
|
|
Estimated Stiffness Modulus 60.0 s
|
157.5 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.325
|
DIME Test ID: 2025-04-08-8-5
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/09/2025
Date Tested: 04/08/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Plate Diameter
|
25 mm
|
|
Phase Angle (δ) (for the 10 cycles)
|
0.0 degree
|
|
Dynamic Shear, G*/sin(δ)
|
1.56 kPa
|
DIME Test ID: 2025-04-08-8-6
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/09/2025
Date Tested: 04/08/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Phase Angle (δ) (for the 10 cycles)
|
69.5 degree
|
|
Dynamic Shear, G*/sin(δ)
|
4.21 kPa
|
|
(G*) x sin(δ)=
|
no data
|
DIME Test ID: 2025-04-08-8-7
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/09/2025
Date Tested: 04/09/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
PAV residue
|
|
Phase Angle (δ) (for the 10 cycles)
|
47.2 degree
|
|
Dynamic Shear, G*/sin(δ)
|
2236.79 kPa
|
|
(G*) x sin(δ)=
|
no data
|
DIME Test ID: 2025-04-08-8-8
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 04/09/2025
Date Tested: 04/08/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is viscosity reading in cP/Pa-s?
|
Pa-s
|
|
Time of test
|
07:30 HH:MM
|
|
Test Temperature
|
135 C
|
|
Speed
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20 rpm
|
|
Spindle size
|
21 in
|
|
Torque
|
32 %
|
|
Viscosity reading #1 (A)
|
0.8 Pa-s
|
|
Viscosity reading #2 (B)
|
0.8 Pa-s
|
|
Viscosity reading #3 (C)
|
0.8 Pa-s
|
|
Average viscosity
|
0.8 Pa-s
|
DIME Test ID: 2025-04-08-8-9
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 04/09/2025
Date Tested: 01/01/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Was test performed on residue from distillation or evaporation?
|
NA
|
|
Soluble, percent
|
0.0 %
|
|
Insoluble, percent
|
99.9 %
|
DIME Test ID: 2025-04-08-8-10
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 04/09/2025
Date Tested: 04/08/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Units of measurement for Observed Flash Point (C or F) and Ambient barometric pressure (kP or mmHg)
|
Fahrenheit and mmHg
|
|
Observed Flash Point
|
558 F
|
|
Ambient Barometric Pressure
|
710 mmHg
|
|
Cleveland Open-Cup Flash Point in Fahrenheit
|
561 F
|
DIME Test ID: 2025-04-08-8-11
Test Method: AASHTO T240-23: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 04/09/2025
Date Tested: 04/08/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is mass change based on one or two containers?
|
Two
|
|
Is mass change correction factor needed?
|
Yes
|
|
Average mass change
|
-0.579 percent
|
|
Mass correction factor
|
0.012
|
