Summary for Test 2022-05-24-49-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 993150
DEA: 051G9704
EFIS: 0516000008
DIST-CO-RTE-PM05-SB-135-11.7/17.8
Award Date09/27/2021
Closeout DateNot set
Work DescriptionCOLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS.
Location DescriptionSANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR
QA Service Level1 (Verified on 08/09/2021)

Sample Information

Sample Taken Date05/24/2022 Sample Unique Key49
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 testing06/03/2022
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1CANS From where was the sample collectedOther
First name of sampler or witnessed byC Last name of sampler or witnessed byPC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWorld Oil Transportation Laboratory (TL) NumberC220527A
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 number11 Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-24-49
DIME Test ID: 2022-05-24-49-3
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: 2022-08-09

Test Results


Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 08/09/2022
Temperature: 25 C
Final Dial reading (F1): 72 mm
Ball Penetration (P1): 7 mm
Final Dial reading (F2): 70 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F3): 67 mm
Ball Penetration (P3): 6 mm
Resilience 1: 35 %
Resilience 2: 33 %
Resilience 3: 39 %
Average Resilience: 36 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/9/2022