Summary for Test 2024-02-01-17-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 995054
DEA: 024H0204
EFIS: 0218000069
DIST-CO-RTE-PM02-TEH-36-20.0/39.7
Award Date10/23/2023
Closeout DateNot set
Work DescriptionPLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING.
Location DescriptionTEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD
QA Service Level1 (Verified on 08/14/2023)

Sample Information

Sample Taken Date02/01/2024 Sample Unique Key17
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 testing05/02/2024
Sample typeQuality Assurance A brief description of the sample5 cans
The quantity of what the sample constitutes5 cans for chip seal/seal coats From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAlbina - Klamath Falls, OR Transportation Laboratory (TL) Number
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 58-22 Lot number
Sublot number Asphalt Rubber Binder Mix Number

Test Details

DIME Sample ID: 2024-02-01-17
DIME Test ID: 2024-02-01-17-3
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: 2024-05-08

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/03/2024
Temperature: 25 C
Final Dial reading (F1): 55 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 56 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 57 mm
Ball Penetration (P3): 0 mm
Resilience 1: 45 %
Resilience 2: 44 %
Resilience 3: 43 %
Average Resilience: 44 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/8/2024