Summary for Test 2021-05-24-22-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214596
DEA: 120R7804
EFIS: 1219000038
MINOR: 12A1870
DIST-CO-RTE-PM12-ORA-1-9.48
Award Date03/29/2021
Closeout DateNot set
Work DescriptionModify Existing Electrical System
Location DescriptionORANGE COUNTY, IN LAGUNA BEACH ON ROUTE 1 AT THE INTERSECTION OF BROADWAY.
QA Service Level1 (Verified on 12/06/2021)

Sample Information

Sample Taken Date05/24/2021 Sample Unique Key22
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 testing06/02/2021
Sample typeVerification A brief description of the samplePSUE 1/2" RWHMA_G-SP 0.25% Evotherm
The quantity of what the sample constitutes2 Bags Of Combined Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byRJ Noble Orange Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0326G-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameR J Noble Orange 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 or name of Pit)91-33-0035, 91-33-0039
The fabricator's/manufacturer's product name for the sample1/2 RWHMA-G-SP The fabricator/manufacturer designation for the sample
The plant number50R003ARSPWEO A detailed description of where the material sample was collectedBelt Cut at RJ Noble Orange Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID

Test Details

DIME Sample ID: 2021-05-24-22
DIME Test ID: 2021-05-24-22-7
Testing Lab: CT - 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: 2021-06-09

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: 06/06/2021
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 6/9/2021