Summary for Test 2021-07-29-29-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215341
DEA: 101J1204
EFIS: 1018000150
DIST-CO-RTE-PM10-MER-33-R0.0/L5.7
Award Date01/29/2021
Closeout Date03/02/2022
Work DescriptionCOLD PLANE ASPHALT CONCRETE AND PLACE HOT MIX ASPHALT.
Location DescriptionMERCED COUNTY IN AND NEAR DOS PALOS FROM FRESNO COUNTY LINE TO 0.1 MILE NORTH OF EAST JUNCTION ROUTE 152
QA Service Level1 (Verified on 11/30/2020)

Sample Information

Sample Taken Date07/29/2021 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing08/11/2021 Sample typeDepartment Acceptance
A brief description of the samplePG64-16 The quantity of what the sample constitutes2 CanS
From where was the sample collectedManufacturer First name of sampler or witnessed byM
Last name of sampler or witnessed byCozad Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Santa Fe Winton
Transportation Laboratory (TL) Number034238 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Rubber Binder Asphalt modifier supplierNATIONAL BLENDING
Performance GradePG 64-16 Lot number1
Sublot number4 Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-07-29-29
DIME Test ID: 2021-07-29-29-3
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: 2021-08-16

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 08/16/2021
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 70 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 72 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 70 mm
Resilience 1: 31 %
Resilience 2: 28 %
Resilience 3: 30 %
Average Resilience: 30 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 8/16/2021 ✔