Summary for Test 2024-09-09-44-2

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 994857
DEA: 010H6104
EFIS: 0117000241
DIST-CO-RTE-PM01-HUM-36-13.5/R36.1
Award Date10/31/2023
Closeout DateNot set
Work DescriptionCOLD PLANE AND OVERLAY HMA, & REPLACE GUARDRAILS.
Location DescriptionHUMBOLDT COUNTY AT AND NEAR BRIDGEVILLE FROM 3.4 MILES WEST OF GRIZZLY CREEK BRIDGE TO 0.8 MILE EAST OF SOUTH FORK VAN DUZEN RIVER
QA Service Level1 (Verified on 06/08/2023)

Sample Information

Sample Taken Date09/09/2024 Sample Unique Key44
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 testing09/13/2024
Sample typeProduction Start-Up A brief description of the sampleRHMA
The quantity of what the sample constitutes1 of 1 From where was the sample collectedFabricator
First name of sampler or witnessed byThorpe Last name of sampler or witnessed byNA
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFORTUNA Transportation Laboratory (TL) Number876494
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: 2024-09-09-44
DIME Test ID: 2024-09-09-44-2
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: 2024-09-18

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/13/2024
Temperature: 25 C
Ball Penetration (P1): 4 mm
Final Dial reading (F1): 79 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F2): 78 mm
Ball Penetration (P3): 5 mm
Final Dial reading (F3): 80 mm
Resilience 1: 25 %
Resilience 2: 27 %
Resilience 3: 25 %
Average Resilience: 26 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/18/2024