Summary for Test 2022-03-22-21-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 214951
DEA: 120K0234
EFIS: 1214000100
DIST-CO-RTE-PM12-ORA-5-17.1/18.9
Award Date09/23/2020
Closeout DateNot set
Work DescriptionSouth County Improvement Project (Phase 3 - El Toro/Alicia) WIDEN FREEWAY AND BRIDGES, RECONSTRUCT BRIDGE AND WALLS.
Location DescriptionORANGE COUNTY IN MISSION VIEJO, LAGUNA HILLS, LAGUNA WOODS AND LAKE FOREST FROM 0.4 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING TO 0.2 MILE NORTH OF EL TORO ROAD UNDERCROSSING
QA Service Level1 (Verified on 10/01/2020)

Sample Information

Sample Taken Date03/22/2022 Sample Unique Key21
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 testing03/24/2022
Sample typePer Request A brief description of the sampleAsphalt Rubber Binder
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedSupplier
First name of sampler or witnessed byAAA QC Last name of sampler or witnessed byAAA QC
Title of sampler Telephone number of sampler
Laboratory sample identification0188-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA-Irvine Transportation Laboratory (TL) Number
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 HMA Design ID

Test Details

DIME Sample ID: 2022-03-22-21
DIME Test ID: 2022-03-22-21-3
Testing Lab: CT - 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: 2022-04-11

Test Results


Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 04/07/2022
Temperature: 25 C
Final Dial reading (F1): 74 mm
Ball Penetration (P1): 1 mm
Final Dial reading (F2): 71 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 74 mm
Ball Penetration (P3): 1 mm
Resilience 1: 27 %
Resilience 2: 29 %
Resilience 3: 27 %
Average Resilience: 28 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/11/2022