Summary for Test 2023-08-03-51-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 213749
DEA: 120C1104
EFIS: 1200000633
DIST-CO-RTE-PM12-ORA-57-20.3/21.6
Award Date04/19/2019
Closeout Date05/28/2024
Work DescriptionSR-57 Lambert Interchange Project: WIDEN BRIDGES AND CONSTRUCT RW, SW, HMA, JPCP AND ELECTRICAL SYSTEMS.
Location DescriptionORANGE COUNTY IN BREA FROM 0.6 MILE SOUTH TO 0.7 MILE NORTH OF LAMBERT ROAD UNDERCROSSING
QA Service Level1 (Verified on 05/31/2019)

Sample Information

Sample Taken Date08/03/2023 Sample Unique Key51
Date that the sample was received by the laboratory/organization performing the testing08/07/2023 Sample typeVerification
A brief description of the samplePSUE 3/4" HMA-A-SP R15 0.5% LAS The quantity of what the sample constitutes4 Bags of Agg, 2 Bags of RAP
From where was the sample collectedManufacturer First name of sampler or witnessed byCuong
Last name of sampler or witnessed byPham Title of sampler
Telephone number of sampler Laboratory sample identification0400A-23
Linked DIME Sample ID The fabricator/manufacturer/facility nameCorona/ Pacific Clay Products/ SJR/ Arr Maz
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)91-33-0027, 91-33-0073
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 collectedVulcan - Corona Drum
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number220831 CORD SJR Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-08-03-51
DIME Test ID: 2023-08-03-51-7
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: 2023-10-05

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: Seige M/ RB
Date of test: 08/14/2023
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 10/5/2023 ✔