Summary for Test 2022-07-25-74-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 993623
DEA: 022J3704
EFIS: 0221000071
DIST-CO-RTE-PM02-SHA-299-50.5/56.5,93.5/99.3
Award Date04/29/2022
Closeout Date10/06/2022
Work DescriptionASPHALT RUBBER BINDER SEAL COAT, COLD PLANE AC PAVEMENT AND HMA.
Location DescriptionSHASTA COUNTY NEAR MONTGOMERY CREEK FROM 0.2 MILE WEST OF OAK POINT DRIVE TO OLD BERTAGNA PLACE AND FROM 0.1 MILE EAST OF SIERRA CENTER DRIVE TO LASSEN COUNTY LINE
QA Service Level1 (Verified on 03/18/2022)

Sample Information

Sample Taken Date07/25/2022 Sample Unique Key74
Date that the sample was received by the laboratory/organization performing the testing08/22/2022 Sample typeDepartment Acceptance
A brief description of the samplefor chip seal acceptance The quantity of what the sample constitutes1 can of Asphalt Rubber Binder
From where was the sample collectedSource First name of sampler or witnessed byGreg
Last name of sampler or witnessed byDeLeon Title of samplerInspector
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAlbina and American Pavement Systems
Transportation Laboratory (TL) Number866057 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: 2022-07-25-74
DIME Test ID: 2022-07-25-74-3
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: 2022-09-26

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/23/2022
Temperature: 25 C
Ball Penetration (P1): 3 mm
Final Dial reading (F1): 75 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F2): 77 mm
Ball Penetration (P3): 5 mm
Final Dial reading (F3): 77 mm
Resilience 1: 28 %
Resilience 2: 28 %
Resilience 3: 28 %
Average Resilience: 28 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/26/2022 ✔