Summary for Test 2025-06-03-61-5

Test performed: AASHTO T51-22

Project Information

Project IdentifiersProject ID: 1000113
DEA: 060U5004
EFIS: 0615000300
DIST-CO-RTE-PM06-KER-5-10.2/16.0
Award Date08/29/2024
Closeout DateNot set
Work DescriptionINDIVIDUAL SLAB REPLACEMENT (RSC), HMA (TYPE A) AND RHMA (GAP GRADED).
Location DescriptionKERN COUNTY AT AND NEAR WHEELER RIDGE FROM GRAPEVINE UNDERCROSSING TO ROUTE 5/99 SEPARATION
QA Service Level1 (Verified on 02/26/2024)

Sample Information

Sample Taken Date06/03/2025 Sample Unique Key61
Date that the sample was received by the laboratory/organization performing the testing06/06/2025 Sample typeQuality Assurance
A brief description of the samplePG 64-16 The quantity of what the sample constitutes1 can
From where was the sample collectedSource First name of sampler or witnessed byGranite QC
Last name of sampler or witnessed byG Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Solari
Transportation Laboratory (TL) Number035145 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
ModifiedNo Lot number1
Sublot number20 Tank number32001
Time of sample01:14am 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: 2025-06-03-61
DIME Test ID: 2025-06-03-61-5
Testing Lab: WSP USA - Phoenix
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Test Release Date: 2025-06-27

Test Results


Is a normal test obtainable?: Yes
Number of replicates tested: Three
Input Type: Measured
Tester's full name: WSP
Date of test: 06/27/2025
Ductility of test #1 (D1): 150 cm
Ductility of test #2 (D2): 150 cm
Ductility of test #3 (D3): 150 cm
Ductility of sample: 150 cm
General comments (publicly viewable) (Max 1000 characters): Ductility

Test was verified on 6/27/2025 ✔