Summary for Test 2022-04-18-41-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 993222
DEA: 081G5204
EFIS: 0816000020
DIST-CO-RTE-PM08-SBD-18-100.9/115.9
Award Date10/28/2021
Closeout Date07/27/2023
Work DescriptionCOLD PLANE AC PAVEMENT & PLACE HMA AND MINOR CONCRETE.
Location DescriptionSAN BERNARDINO COUNTY IN AND NEAR ADELANTO FROM LOS ANGELES COUNTY LINE TO ROUTE 395
QA Service Level1 (Verified on 10/04/2021)

Sample Information

Sample Taken Date04/18/2022 Sample Unique Key41
Date that the sample was received by the laboratory/organization performing the testing05/02/2022 Sample typeVerification
A brief description of the samplePSUE 1" HMA-A R25 0.6% Evo The quantity of what the sample constitutes2 Bagas agg., 1 Bag Rap
From where was the sample collectedManufacturer First name of sampler or witnessed byBlue Diamond
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0259A-22
Linked DIME Sample ID The fabricator/manufacturer/facility nameBlue Diamond-Victorville
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)91-19-0046., 91-36-0106
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number300222 R25 A detailed description of where the material sample was collectedBelt Cut at Blue Diamond Victorville Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-04-18-41
DIME Test ID: 2022-04-18-41-7
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: 2022-06-22

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: 05/06/2022
Percentage of fractured, coarse, 2 faced particles tested: 98 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/22/2022 ✔