Summary for Test 2021-09-02-6-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215627
DEA: 032G2004
EFIS: 0321000024
DIST-CO-RTE-PM03-YOL-128-0.0/9.8
Award Date05/11/2021
Closeout Date01/20/2022
Work DescriptionPLACE RHMA AND REPLACE ASPHALT CONCRETE.
Location DescriptionYOLO COUNTY IN AND NEAR WINTERS FROM PUTAH CREEK BRIDGE TO ROUTE 128/505 SEPARATION
QA Service Level1 (Verified on 03/29/2021)

Sample Information

Sample Taken Date09/02/2021 Sample Unique Key6
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing09/03/2021
Sample typeDepartment Acceptance A brief description of the sampleTEST 9/2, NO TEST 8/31, 9/1
The quantity of what the sample constitutes2cans From where was the sample collectedSource
First name of sampler or witnessed bykHAIR Last name of sampler or witnessed bymOHAMMAD
Title of samplerARE Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMarathon Transportation Laboratory (TL) Number817284
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 number1
Sublot number17 Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-09-02-6
DIME Test ID: 2021-09-02-6-3
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: 2021-09-08

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 09/07/2021
Temperature: 25 C
Final Dial reading (F1): 89 mm
Ball Penetration (P1): 3 mm
Final Dial reading (F2): 90 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 91 mm
Ball Penetration (P3): 2 mm
Resilience 1: 14 %
Resilience 2: 10 %
Resilience 3: 11 %
Average Resilience: 12 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 9/8/2021