Summary for Test 2020-09-17-18-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 214907
DEA: 101K4204
EFIS: 1019000103
DIST-CO-RTE-PM10-MER,STA-165-30.6/36.7,0.0/1.6
Award Date06/09/2020
Closeout Date04/14/2021
Work DescriptionCOLD PLANE AC PAVEMENT, RESURFACE WITH RHMA, AND MICRO-SURFACING.
Location DescriptionMERCED COUNTY IN AND NEAR HILMAR FROM MERCED RIVER BRIDGE TO STANISLAUS COUNTY LINE AND IN STANISLAUS COUNTY NEAR TURLOCK FROM MERCED COUNTY LINE TO ROUTE 99/165 SEPARATION
QA Service Level1 (Verified on 04/28/2020)

Sample Information

Sample Taken Date09/17/2020 Sample Unique Key18
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 testing09/25/2020
Sample typeAcceptance A brief description of the sampleARB #5 Test, #4(034037), #6(034047), #7(034050) No Test, RCVD 2 Cans of each
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byM Last name of sampler or witnessed byCozad
Title of samplerinspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFNF AC INDUSTRIES Transportation Laboratory (TL) Number034040
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 number10 HMA Design ID

Test Details

DIME Sample ID: 2020-09-17-18
DIME Test ID: 2020-09-17-18-3
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: 2020-10-01

Test Results


Input Type: Measured
Tester's full name: Minoo Ahamdi
Date of test: 10/01/2020
Temperature: 25 C
Final Dial reading (F1): 78 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 78 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 78 mm
Ball Penetration (P3): 0 mm
Resilience 1: 22 %
Resilience 2: 22 %
Resilience 3: 22 %
Average Resilience: 22 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 10/1/2020