Summary for Test 2025-11-03-99-3

Test performed: AASHTO T51-22

Project Information

Project IdentifiersProject ID: 1000541
DEA: 09374704
EFIS: 0918000019
DIST-CO-RTE-PM09-INY-168,395-17.6/18.3,114.9/117.8
Award Date02/21/2025
Closeout DateNot set
Work DescriptionHMA (TYPE A), MINOR CONCRETE, AND LIGHTING.
Location DescriptionINYO COUNTY IN AND NEAR BISHOP ON ROUTE 395 FROM 0.1 MILE SOUTH OF JAY STREET TO BARLOW LANE AND ON ROUTE 168 FROM PIONEER LANE TO ROUTE 395
QA Service Level1 (Verified on 09/02/2024)

Sample Information

Sample Taken Date11/03/2025 Sample Unique Key99
Date that the sample was received by the laboratory/organization performing the testing12/01/2025 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 byGranite QC
Last name of sampler or witnessed byGranite QC Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameHOT PLANT
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 70-10
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
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-11-03-99
DIME Test ID: 2025-11-03-99-3
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: 2026-03-17

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: 03/13/2026
Ductility of test #1 (D1): 75 cm
Ductility of sample: 75 cm
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/17/2026 ✔