Summary for Test 2025-05-29-67-7

Test performed: AASHTO T51-22

Project Information

Project IdentifiersProject ID: 214345
DEA: 120P94U4
EFIS: 1217000076
DIST-CO-RTE-PM12-ORA-133-3.2/R4.1
Award Date02/23/2021
Closeout DateNot set
Work DescriptionROADWAY WIDENING, RESTRIPING AND DRAINAGE WORK.
Location DescriptionORANGE COUNTY IN THE CITY OF LAGUNA BEACH FROM 0.2 MILE SOUTH OF EL TORO ROAD TO ROUTE 73/133 SEPARATION
QA Service Level1 (Verified on 12/10/2020)

Sample Information

Sample Taken Date05/29/2025 Sample Unique Key67
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 testing06/05/2025
Sample typeVerification A brief description of the sampleJMF verification sample
The quantity of what the sample constitutes1can From where was the sample collectedSource
First name of sampler or witnessed byVulcan QC Last name of sampler or witnessed byVulcan QC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Corona Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-05-29-67
DIME Test ID: 2025-05-29-67-7
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Test Release Date: 2025-07-17

Test Results


Is a normal test obtainable?: Yes
Number of replicates tested: One
Input Type: Calculated
Tester's full name: Hussaya Leelakitrungruang
Date of test: 07/01/2025
Ductility of test #1 (D1): 75 cm
Ductility of sample: 75 cm
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/17/2025