Summary for Test 2021-08-02-21-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 210227
DEA: 07286204
EFIS: 0713000217
DIST-CO-RTE-PM07-LA-138-56.20/55.20
Award Date03/14/2019
Closeout Date01/13/2023
Work DescriptionWIDEN ROUTE 138 TO 4 LANES WITH A MEDIAN TURN LANE AND STANDARD WIDTH SHOULDERS.; DRAINAGE IMPROVEMENTS.
Location DescriptionIN LOS ANGELES COUNTY IN PALMDALE FROM 87TH STREET EAST TO 96TH STREET EAST
QA Service Level1 (Verified on 06/27/2019)

Sample Information

Sample Taken Date08/02/2021 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 testing08/17/2021
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 byWilliam Last name of sampler or witnessed byLucas
Title of sampler Telephone number of sampler
Laboratory sample identification0474-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite-Big Rock 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: 2021-08-02-21
DIME Test ID: 2021-08-02-21-3
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: 2021-08-20

Test Results


Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 08/20/2021
Temperature: 25 C
Final Dial reading (F1): 77 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 75 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 80 mm
Ball Penetration (P3): 3 mm
Resilience 1: 23 %
Resilience 2: 26 %
Resilience 3: 23 %
Average Resilience: 24 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/20/2021