Summary for Test 2022-12-23-6-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
DIST-CO-RTE-PM07-VEN-101-37/40
Award Date11/17/2020
Closeout Date09/24/2024
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
QA Service Level1 (Verified on 02/26/2021)

Sample Information

Sample Taken Date12/23/2022 Sample Unique Key6
Date that the sample was received by the laboratory/organization performing the testing12/27/2022 Sample typeVerification
A brief description of the samplePSUE 3/4" HMA-A-SP R25 No LAS The quantity of what the sample constitutes4 Bags Combined Agg., 2 Bags Rap
From where was the sample collectedManufacturer First name of sampler or witnessed byAvo
Last name of sampler or witnessed byK Title of sampler
Telephone number of sampler Laboratory sample identification0787A-22
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Construction - Santa Paula
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
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number13762 A detailed description of where the material sample was collectedBelt Cut at Granite- Santa Paula
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 Number

Test Details

DIME Sample ID: 2022-12-23-6
DIME Test ID: 2022-12-23-6-7
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: 2023-01-17

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: 01/03/2023
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: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/17/2023 ✔