Summary for Test 2021-06-21-1-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 212324
DEA: 033F5104
EFIS: 0313000020
DIST-CO-RTE-PM03-YUB-20-R18.1/R20.1
Award Date10/31/2019
Closeout Date08/03/2023
Work DescriptionConstruct bridge, realign curve & widen shoulders.
Location DescriptionConstruction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road.
QA Service Level1 (Verified on 02/27/2020)

Sample Information

Sample Taken Date06/21/2021 Sample Unique Key1
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 testing06/14/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes1 Can #1 Test From where was the sample collectedSource
First name of sampler or witnessed byNot Provided Last name of sampler or witnessed byNot Provided
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMarathon Transportation Laboratory (TL) Number930936
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 number1
Sublot number3 Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-06-21-1
DIME Test ID: 2021-06-21-1-3
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: 2021-06-24

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 06/23/2021
Temperature: 25 C
Final Dial reading (F1): 85 mm
Ball Penetration (P1): 4 mm
Final Dial reading (F2): 88 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F3): 79 mm
Ball Penetration (P3): 6 mm
Resilience 1: 19 %
Resilience 2: 16 %
Resilience 3: 27 %
Average Resilience: 21 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications

Test was verified on 6/24/2021