Summary for Test 2020-09-08-25-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 214605
DEA: 051K7904
EFIS: 0519000026
DIST-CO-RTE-PM05-SB-166-R51.1/55.0
Award Date02/26/2020
Closeout Date08/23/2021
Work DescriptionCOLD IN-PLACE RECYCLING AND RHMA OVERLAY.
Location DescriptionSANTA BARBARA COUNTY ABOUT 10 MILES WEST OF NEW CUYAMA FROM CUYAMA RIVER BRIDGE TO 3.1 MILES EAST OF COTTONWOOD CANYON ROAD
QA Service Level1 (Verified on 04/08/2020)

Sample Information

Sample Taken Date09/08/2020 Sample Unique Key25
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 testing09/21/2020
Sample typeDepartment Acceptance A brief description of the sampleARB #5 test, #6(200909E), #7(200910E) No Test
The quantity of what the sample constitutes1can From where was the sample collectedSource
First name of sampler or witnessed byMark Last name of sampler or witnessed byBennett
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCal Portland Garey Plant Transportation Laboratory (TL) Number200908E
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: 2020-09-08-25
DIME Test ID: 2020-09-08-25-3
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: 2020-09-25

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 09/24/2020
Temperature: 25 C
Final Dial reading (F1): 80 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 80 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 84 mm
Ball Penetration (P3): 0 mm
Resilience 1: 20 %
Resilience 2: 20 %
Resilience 3: 16 %
Average Resilience: 19 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/25/2020