Summary for Test 2021-11-29-25-1

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215179
DEA: 010F4704
EFIS: 0116000011
DIST-CO-RTE-PM01-HUM-299-30.7/37.7
Award Date11/19/2020
Closeout Date11/27/2023
Work DescriptionPLACE HMA & RHMA-G & CONSTRUCT SOLDIER PILE WALL.
Location DescriptionHUMBOLDT COUNTY NEAR WILLOW CREEK AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 1.1 MILES WEST OF ROUTE 96 JUNCTION
QA Service Level1 (Verified on 09/15/2020)

Sample Information

Sample Taken Date11/29/2021 Sample Unique Key25
Date that the sample was received by the laboratory/organization performing the testing12/06/2021 Sample typeDepartment Acceptance
A brief description of the sampleAsphalt Rubber Binder The quantity of what the sample constitutes1 can
From where was the sample collectedManufacturer First name of sampler or witnessed byTrena
Last name of sampler or witnessed byFreitas Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMercer Fraser
Transportation Laboratory (TL) Number 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 NumberNot set

Test Details

DIME Sample ID: 2021-11-29-25
DIME Test ID: 2021-11-29-25-1
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: 2021-12-09

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 12/09/2021
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 100 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 100 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 100 mm
Resilience 1: 0 %
Resilience 2: 0 %
Resilience 3: 0 %
Average Resilience: 0 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): no rebound

Test was verified on 12/9/2021 ✔