Summary for Test 2021-08-28-3-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215572
DEA: 032G1104
EFIS: 0320000230
DIST-CO-RTE-PM03-GLE-162-66.6/76.3
Award Date05/06/2021
Closeout Date06/27/2022
Work DescriptionPLACE RHMA AND COLD IN-PLACE RECYCLE.
Location DescriptionGLENN COUNTY IN AND NEAR WILLOWS FROM 0.2 MILE EAST OF N SHASTA STREET TO 1.0 MILE EAST OF ROAD X
QA Service Level1 (Verified on 03/22/2021)

Sample Information

Sample Taken Date08/28/2021 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing09/17/2021 Sample typeDepartment Acceptance
A brief description of the sampleAsphalt rubber binder The quantity of what the sample constitutes1 gallon can
From where was the sample collectedManufacturer First name of sampler or witnessed byG
Last name of sampler or witnessed byR Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namePavement Coatings
Transportation Laboratory (TL) Numberc694337 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 supplier
Performance GradePG 64-16 Lot number
Sublot number Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-08-28-3
DIME Test ID: 2021-08-28-3-3
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: 2021-09-24

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 09/23/2021
Temperature: 25 C
Ball Penetration (P1): 6 mm
Final Dial reading (F1): 94 mm
Ball Penetration (P2): 6 mm
Final Dial reading (F2): 95 mm
Ball Penetration (P3): 5 mm
Final Dial reading (F3): 94 mm
Resilience 1: 12 %
Resilience 2: 11 %
Resilience 3: 11 %
Average Resilience: 11 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 9/24/2021 ✔