Summary for Test 2024-04-16-58-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 995232
DEA: 120U1704
EFIS: 1223000051
DIST-CO-RTE-PM12-ORA-133,261-9.8/12.6,0.0/3.5
Award Date12/27/2023
Closeout Date09/20/2024
Work DescriptionCOLD PLANE, OVERLAY, AND REFRESH PAVEMENT DELINEATION.
Location DescriptionORANGE COUNTY IN IRVINE ON ROUTE 133 FROM TECHNOLOGY DRIVE UNDERCROSSING TO PORTOLA PARKWAY UNDERCROSSING AND ON ROUTE 261 FROM WALNUT AVENUE OVERCROSSING TO 0.6 MILE NORTH OF PORTOLA PARKWAY OVERCROSSING
QA Service Level1 (Verified on 10/16/2023)

Sample Information

Sample Taken Date04/16/2024 Sample Unique Key58
Date that the sample was received by the laboratory/organization performing the testing04/23/2024 Sample typeVerification
A brief description of the sampleAsphalt Rubber Binder The quantity of what the sample constitutes1can
From where was the sample collectedSource First name of sampler or witnessed byCuong
Last name of sampler or witnessed byPham Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAAA-Corona
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 Number

Test Details

DIME Sample ID: 2024-04-16-58
DIME Test ID: 2024-04-16-58-3
Testing Lab: CT D08 - Fontana Southern Regional 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: Sm Ali
Date of test: 05/02/2024
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 68 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 69 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 70 mm
Resilience 1: 32 %
Resilience 2: 31 %
Resilience 3: 30 %
Average Resilience: 31 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/8/2024 ✔