Summary for Test 2024-08-08-88-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 995123
DEA: 051K4304
EFIS: 0518000207
DIST-CO-RTE-PM05-MON-183-R2.1/R8.3
Award Date12/05/2023
Closeout Date09/02/2025
Work DescriptionRHMA (GAP GRADED), CONCRETE BARRIER TRANSITION AND LIGHTING SYSTEMS.
Location DescriptionMONTEREY COUNTY NEAR SALINAS FROM 0.2 MILE SOUTH OF OLD CEMETERY ROAD TO 0.1 MILE SOUTH OF DEL MONTE AVENUE IN CASTROVILLE.
QA Service Level1 (Verified on 10/02/2023)

Sample Information

Sample Taken Date08/08/2024 Sample Unique Key88
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 testing08/14/2024
Sample typeQuality Assurance A brief description of the sample1 can of rubberized binder
The quantity of what the sample constitutes08/07/2024 From where was the sample collectedJob Site
First name of sampler or witnessed byW Last name of sampler or witnessed byR
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVSS Emultech Transportation Laboratory (TL) Number2024-08-07-63
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 Number

Test Details

DIME Sample ID: 2024-08-08-88
DIME Test ID: 2024-08-08-88-3
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: 2024-08-26

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/23/2024
Temperature: 25 C
Ball Penetration (P1): 3 mm
Final Dial reading (F1): 75 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 74 mm
Ball Penetration (P3): 5 mm
Final Dial reading (F3): 78 mm
Resilience 1: 28 %
Resilience 2: 27 %
Resilience 3: 27 %
Average Resilience: 27 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/26/2024