Summary for Test 2023-06-27-75-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 994400
DEA: 09378904
EFIS: 0919000003
DIST-CO-RTE-PM09-KER-14-46.2/52.8
Award Date01/06/2023
Closeout Date12/27/2023
Work DescriptionRHMA PLACED OVER PARTIAL DEPTH RECYCLING.
Location DescriptionKERN COUNTY NEAR ARMISTEAD FROM 1.1 MILES NORTH OF REDROCK CANYON ROAD TO 3.5 MILES SOUTH OF FREEMAN GULCH BRIDGE
QA Service Level1 (Verified on 05/30/2023)

Sample Information

Sample Taken Date06/27/2023 Sample Unique Key75
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 testing07/06/2023
Sample typeQuality Assurance A brief description of the sampleAsphalt Rubber Binder
The quantity of what the sample constitutes1 Can, AM Sample From where was the sample collectedSource
First name of sampler or witnessed byGriffith Last name of sampler or witnessed byGriffith
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number729470
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 Number

Test Details

DIME Sample ID: 2023-06-27-75
DIME Test ID: 2023-06-27-75-3
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: 2023-07-14

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 07/13/2023
Temperature: 25 C
Final Dial reading (F1): 72 mm
Ball Penetration (P1): 3 mm
Final Dial reading (F2): 74 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F3): 74 mm
Ball Penetration (P3): 6 mm
Resilience 1: 31 %
Resilience 2: 31 %
Resilience 3: 32 %
Average Resilience: 31 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/14/2023