Summary for Test 2020-12-17-2-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214821
DEA: 120H1504
EFIS: 1216000055
DIST-CO-RTE-PM12-ORA-1-4.9/5.5,10.5/14.1
Award Date09/11/2020
Closeout DateNot set
Work DescriptionCold plane AC, RHMA-G paving, and curb ramp reconstruction
Location DescriptionORANGE COUNTY IN LAGUNA BEACH AND NEWPORT BEACH FROM 0.2 MILE SOUTH OF VISTA DEL SOL TO 7TH AVENUE AND FROM LEDROIT STREET TO NEWPORT COAST DRIVE
QA Service Level1 (Verified on 10/26/2020)

Sample Information

Sample Taken Date12/17/2020 Sample Unique Key2
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing12/22/2020
Sample typeVerification A brief description of the samplePSUE 3/4" RMHA_G-SP 0.5% LAS
The quantity of what the sample constitutes2 Bags Of Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0706G-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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 sample3/4 RHMA-G-SP 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: 2020-12-17-2
DIME Test ID: 2020-12-17-2-2
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: 2020-12-30

Test Results


Method: 2 - Individual 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: 12/27/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/30/2020