Summary for Test 2023-08-14-75-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 994387
DEA: 023J7704
EFIS: 0222000082
DIST-CO-RTE-PM02-SIS-96-97.2/103.0
Award Date12/23/2022
Closeout Date04/11/2024
Work DescriptionRHMA OVERLAY, REPLACE AC SURFACING, GUARDRAIL AND TRAFFIC STRIPE.
Location DescriptionSISKIYOU COUNTY ABOUT 21 MILES EAST OF HORSE CREEK FROM 4.2 MILES EAST OF EMPIRE CREEK BRIDGE TO 0.4 MILE WEST OF ROUTE 263
QA Service Level1 (Verified on 03/28/2023)

Sample Information

Sample Taken Date08/14/2023 Sample Unique Key75
Date that the sample was received by the laboratory/organization performing the testing08/23/2023 Sample typeDepartment Acceptance
A brief description of the samplePG 64-10 The quantity of what the sample constitutes4 OF 4 CANS
From where was the sample collectedSource First name of sampler or witnessed byC
Last name of sampler or witnessed by ROGERS Title of samplerPLANT INSPECTOR
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameValero - Benicia, CA
Transportation Laboratory (TL) NumberD 79325 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Rubber Binder Asphalt modifier supplierValero Benicia
Performance GradePG 64-16 Lot number
Sublot number Asphalt Rubber Binder Mix Number

Test Details

DIME Sample ID: 2023-08-14-75
DIME Test ID: 2023-08-14-75-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D5329-16: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
Test Release Date: 2023-09-08

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/07/2023
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 61 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 60 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 64 mm
Resilience 1: 40 %
Resilience 2: 41 %
Resilience 3: 37 %
Average Resilience: 39 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/8/2023 ✔