Summary for Test 2022-09-13-45-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 993593
DEA: 120S8804
EFIS: 1221000057
DIST-CO-RTE-PM12-ORA-57-14.7/22.5
Award Date04/19/2022
Closeout Date12/13/2022
Work DescriptionINSTALL INDIVIDUAL SLAB REPLACEMENT, RHMA AND TRAFFIC STRIPES.
Location DescriptionORANGE COUNTY FROM LINCOLN AVENUE OVERCROSSING IN ANAHEIM TO LOS ANGELES COUNTY LINE IN BREA
QA Service Level1 (Verified on 03/21/2022)

Sample Information

Sample Taken Date09/13/2022 Sample Unique Key45
Date that the sample was received by the laboratory/organization performing the testing10/07/2022 Sample typeVerification
A brief description of the samplePSUE 3/4" RHMA-G-SP 0.5% LAS The quantity of what the sample constitutes3 Bags Coldfeed Aggregate
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 identification0679G-22
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 number106835 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 number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-09-13-45
DIME Test ID: 2022-09-13-45-7
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: 2022-11-29

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: 10/11/2022
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 11/29/2022 ✔