Summary for Test 2021-11-05-23-7

Test performed: AASHTO T51-13

Project Information

Project IdentifiersProject ID: 214909
DEA: 120N8604
EFIS: 1214000123
DIST-CO-RTE-PM12-ORA-73-23.7/24.1
Award Date06/25/2020
Closeout Date01/09/2023
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGE & RETAINING WALL; & PLACE HMA.
Location DescriptionORANGE COUNTY IN NEWPORT BEACH FROM 0.3 MILE NORTH OF BISON AVENUE TO 0.3 MILE SOUTH OF UNIVERSITY DRIVE
QA Service Level1 (Verified on 07/21/2020)

Sample Information

Sample Taken Date11/05/2021 Sample Unique Key23
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 testing11/10/2021
Sample typePer Request A brief description of the samplePG Asphalt Binder
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedSupplier
First name of sampler or witnessed byRJ Noble QC Last name of sampler or witnessed byRJ Noble QC
Title of sampler Telephone number of sampler
Laboratory sample identification0625-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRJ Noble Orange 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 number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierLunday Thagard Company-World Oil - South Gate CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-11-05-23
DIME Test ID: 2021-11-05-23-7
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Test Release Date: 2022-02-01

Test Results


Is a normal test obtainable?: Yes
Number of replicates tested: One
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 11/17/2021
Ductility of test #1 (D1): 100 cm
Ductility of sample: 100 cm
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/1/2022