Summary for Test 2022-06-13-52-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 993637
DEA: 010L2504
EFIS: 0121000090
DIST-CO-RTE-PM01-HUM-96-26.0/R37.3
Award Date04/29/2022
Closeout Date10/04/2022
Work DescriptionPRECOATED AGGREGATE, REPLACE AC SURFACING, AND ASPHALT-RUBBER BINDER.
Location DescriptionHUMBOLDT COUNTY NEAR ORLEANS FROM 1.6 MILES WEST OF BLUFF CREEK ROAD TO CAMP CREEK BRIDGE
QA Service Level1 (Verified on 03/21/2022)

Sample Information

Sample Taken Date06/13/2022 Sample Unique Key52
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 testing06/30/2022
Sample typeAcceptance A brief description of the samplefor chip seal acceptance
The quantity of what the sample constitutes5 cans of Asphalt Rubber Binder From where was the sample collectedSource
First name of sampler or witnessed byLucas Last name of sampler or witnessed byDias
Title of sampler2092028779 Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAlbina and American Pavement Systems 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: 2022-06-13-52
DIME Test ID: 2022-06-13-52-3
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: 2022-08-02

Test Results


Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 08/02/2022
Temperature: 25 C
Final Dial reading (F1): 70 mm
Ball Penetration (P1): 3 mm
Final Dial reading (F2): 70 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F3): 68 mm
Ball Penetration (P3): 2 mm
Resilience 1: 33 %
Resilience 2: 33 %
Resilience 3: 34 %
Average Resilience: 33 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/2/2022