Summary for Test 2023-08-19-4-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215744
DEA: 033H93U4
EFIS: 0321000091
DIST-CO-RTE-PM03-YUB,BUT-70-25.5/25.8,0.0/3.8
Award Date07/15/2021
Closeout DateNot set
Work DescriptionWIDEN ROADWAY & SHOULDER, ADD TURN LANES & CONSTRUCT BRIDGE.
Location DescriptionYUBA AND BUTTE COUNTIES ABOUT 11 MILES NORTH OF MARYSVILLE FROM 0.8 MILE NORTH OF CHANDLER ROAD TO 0.2 MILE SOUTH OF EAST GRIDLEY ROAD
QA Service Level1 (Verified on 05/20/2021)

Sample Information

Sample Taken Date08/19/2023 Sample Unique Key4
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 testing08/24/2023
Sample typeAcceptance A brief description of the samplePG64-16 Rubber Blend
The quantity of what the sample constitutes1can From where was the sample collectedJob Site
First name of sampler or witnessed bytim Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameteichert and sons Transportation Laboratory (TL) Number801999
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: 2023-08-19-4
DIME Test ID: 2023-08-19-4-3
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: 2023-08-29

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/29/2023
Temperature: 25 C
Final Dial reading (F1): 55 mm
Ball Penetration (P1): 1 mm
Final Dial reading (F2): 57 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 58 mm
Ball Penetration (P3): 1 mm
Resilience 1: 46 %
Resilience 2: 44 %
Resilience 3: 43 %
Average Resilience: 44 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/29/2023