Summary for Test 2021-08-30-47-3

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 Date08/30/2021 Sample Unique Key47
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 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) Numberc694338
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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: 2021-08-30-47
DIME Test ID: 2021-08-30-47-3
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: 09/24/2021
Temperature: 25 C
Final Dial reading (F1): 102 mm
Ball Penetration (P1): 6 mm
Final Dial reading (F2): 100 mm
Ball Penetration (P2): 7 mm
Final Dial reading (F3): 103 mm
Ball Penetration (P3): 7 mm
Resilience 1: 4 %
Resilience 2: 7 %
Resilience 3: 4 %
Average Resilience: 5 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 9/24/2021