Summary for Test 2026-01-30-20-3

Test performed: AASHTO T51-22

Project Information

Project IdentifiersProject ID: 1000641
DEA: 080G8504
EFIS: 0815000218
DIST-CO-RTE-PM08-RIV-10-R71.2/R72.6
Award Date04/03/2025
Closeout DateNot set
Work DescriptionBUILDING WORK.
Location DescriptionRIVERSIDE COUNTY NEAR INDIO FROM 0.9 MILE WEST TO 0.5 MILE EAST OF THE CACTUS CITY SAFETY ROADSIDE REST AREAS
QA Service Level1 (Verified on 01/13/2025)

Sample Information

Sample Taken Date01/30/2026 Sample Unique Key20
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 testing02/04/2026
Sample typeVerification A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes1can From where was the sample collectedSource
First name of sampler or witnessed byFERNANDO Last name of sampler or witnessed byCarranza
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite-Desert Hot Springs 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 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Wilmington CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2026-01-30-20
DIME Test ID: 2026-01-30-20-3
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: 2026-02-23

Test Results


Is a normal test obtainable?: Yes
Number of replicates tested: One
Input Type: Measured
Tester's full name: Hussaya Leelakitrungruang
Date of test: 02/13/2026
Ductility of test #1 (D1): 75 cm
Ductility of sample: 75 cm
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/23/2026