Summary for Test 2022-07-01-35-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 993535
DEA: 081M1104
EFIS: 0821000078
DIST-CO-RTE-PM08-SBD-215-10.0/17.2
Award Date03/14/2022
Closeout Date12/05/2022
Work DescriptionHMA, COLD PLANE AC PAVEMENT, AND TRAFFIC STRIPE TAPE.
Location DescriptionSAN BERNARDINO COUNTY?FROM 0.1 MILE NORTH OF 27TH STREET TO 0.1 MILE SOUTH OF DEVORE ROAD
QA Service Level1 (Verified on 02/21/2022)

Sample Information

Sample Taken Date07/01/2022 Sample Unique Key35
Date that the sample was received by the laboratory/organization performing the testing07/12/2022 Sample typeVerification
A brief description of the sampleJMF 3/4" HMA-A-SP R30 3.8% Rejuvenato The quantity of what the sample constitutes4 Bags Belt Cut Agg., 3 Bags Rap
From where was the sample collectedManufacturer First name of sampler or witnessed byVulcan
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0446A-22
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan-San Bernardino Portable
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0035, 91-19-0104
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number223501 SBP SJR A detailed description of where the material sample was collectedBelt Cut at Vulcan-San Bernardino
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-07-01-35
DIME Test ID: 2022-07-01-35-7
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2022-08-03

Test Results


Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 07/14/2022
Percentage of fractured, coarse, 2 faced particles tested: 97 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/3/2022