Summary for Test 2021-08-18-49-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215651
DEA: 010K4604
EFIS: 0120000100
DIST-CO-RTE-PM01-LAK-20-37.0/41.7
Award Date05/25/2021
Closeout Date11/22/2021
Work DescriptionREPLACE ASPHALT CONCRETE SURFACING, COLD PLANE AND PLACE RHMA.
Location DescriptionLAKE COUNTY FROM THE NORTH FORK CACHE CREEK BRIDGE TO 4.78 MILES WEST OF COLUSA COUNTY LINE
QA Service Level1 (Verified on 04/07/2021)

Sample Information

Sample Taken Date08/18/2021 Sample Unique Key49
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 testing09/02/2021
Sample typeAcceptance A brief description of the samplerubber
The quantity of what the sample constitutes4 cans From where was the sample collectedJob Site
First name of sampler or witnessed byP Last name of sampler or witnessed byDolby
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameall american Transportation Laboratory (TL) Number934718
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 number7 Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-08-18-49
DIME Test ID: 2021-08-18-49-3
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: 2021-09-10

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 09/09/2021
Temperature: 25 C
Final Dial reading (F1): 76 mm
Ball Penetration (P1): 4 mm
Final Dial reading (F2): 76 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F3): 76 mm
Ball Penetration (P3): 3 mm
Resilience 1: 28 %
Resilience 2: 27 %
Resilience 3: 27 %
Average Resilience: 27 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 9/10/2021