Summary for Test 2024-03-01-7-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 994121
DEA: 120P68U4
EFIS: 1218000105
DIST-CO-RTE-PM12-ORA-1-13.0/33.7
Award Date07/12/2023
Closeout Date04/28/2026
Work DescriptionCOLD PLANE, PLACE RHMA AND MODIFY CURB RAMPS AND ELECTRICAL SYSTEMS.
Location DescriptionORANGE COUNTY AT VARIOUS LOCATIONS FROM CRYSTAL HEIGHTS DRIVE TO LOS ANGELES/ORANGE COUNTY LINE
QA Service Level1 (Verified on 07/07/2023)

Sample Information

Sample Taken Date03/01/2024 Sample Unique Key7
Date that the sample was received by the laboratory/organization performing the testing03/04/2024 Sample typeVerification
A brief description of the sampleJMF 3/4" WMA-A-SP R15 0.4% EVO The quantity of what the sample constitutes4 Bags Of Comb. Agg, 2 Bags Rap
From where was the sample collectedManufacturer First name of sampler or witnessed byVictor
Last name of sampler or witnessed byCapacete Title of sampler
Telephone number of sampler Laboratory sample identification0127A-24
Linked DIME Sample ID The fabricator/manufacturer/facility nameAll American Asphalt- Corona
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)91-33-0005
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBelt Cut at All American Corona Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number103793 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-03-01-7
DIME Test ID: 2024-03-01-7-7
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: 2024-04-17

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: 03/09/2024
Percentage of fractured, coarse, 2 faced particles tested: 100 %
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 4/17/2024 ✔