Summary for Test 2022-09-19-29-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 213707
DEA: 081C38U4
EFIS: 0817000196
DIST-CO-RTE-PM08-RIV-10-6.7/R25.1
Award Date11/26/2019
Closeout Date11/01/2023
Work DescriptionRemove concrete pavement and base, and place HMA and JPCP
Location DescriptionROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
QA Service Level1 (Verified on 01/09/2020)

Sample Information

Sample Taken Date09/19/2022 Sample Unique Key29
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 testing09/23/2022
Sample typeVerification 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 byMartin Marietta QC Last name of sampler or witnessed byMartin Marietta QC
Title of sampler Telephone number of sampler
Laboratory sample identification0658-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartin Marietta -Coachella 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 Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-09-19-29
DIME Test ID: 2022-09-19-29-3
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: 2022-10-12

Test Results


Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 10/12/2022
Temperature: 25 C
Final Dial reading (F1): 48 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 49 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 48 mm
Ball Penetration (P3): 0 mm
Resilience 1: 52 %
Resilience 2: 51 %
Resilience 3: 52 %
Average Resilience: 52 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/12/2022