Summary for Test 2023-06-27-82-5

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 993234
DEA: 051H0004
EFIS: 0516000011
DIST-CO-RTE-PM05-MON-68-1.1/L4.3
Award Date10/26/2021
Closeout Date12/14/2023
Work DescriptionPLACE HMA AND MODIFY SIGNAL AND LIGHTING SYSTEMS.
Location DescriptionMONTEREY COUNTY IN AND NEAR PACIFIC GROVE AND MONTEREY FROM FOREST AVENUE TO ROUTE 68/1 SEPARATION
QA Service Level1 (Verified on 10/06/2021)

Sample Information

Sample Taken Date06/27/2023 Sample Unique Key82
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing07/06/2023
Sample typeDepartment Acceptance A brief description of the sample1 can of PG64-10
The quantity of what the sample constitutesUp to 750 Tons From where was the sample collectedSource
First name of sampler or witnessed byJerrod Last name of sampler or witnessed byNaval
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID2023-06-27-48
The fabricator/manufacturer/facility nameGraniterock Aromas Drum Plant Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number1
Sublot number2 Tank number
Time of sample HMA SupplierGraniterock Aromas Batch Plant
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number399

Test Details

DIME Sample ID: 2023-06-27-82
DIME Test ID: 2023-06-27-82-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2023-07-17

Test Results


Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 07/12/2023
Minimum test bath temperature at 240 s: -0.1 C
Maximum test bath temperature at 240 s: 0.0 C
Time of test load application: no data
File name of test data: no data
Time beam in bath: no data
Time test started: no data
Flags issued by software during test: no data
Correlation coefficient (R²): 0
Regression coefficient a: no data
Regression coefficient b: no data
Regression coefficient c: no data
Load at time 0.0: 0.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 0.0 mN
Deflection at time 0.5 s: 0.000 µm
Load at 60.0 s: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 168.000 mPa
Estimated Stiffness Modulus 60.0 s: 168.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.454
General comments (publicly viewable) (Max 1000 characters): BBR

Test was verified on 7/17/2023