Summary for Test 2025-05-08-31-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 995067
DEA: 11430394
EFIS: 1118000115
DIST-CO-RTE-PM11-SD-805-23.9/25.1
Award Date11/03/2023
Closeout DateNot set
Work DescriptionWIDEN FREEWAY, STRUCTURES, CONSTRUCT SIGNS, LANDSCAPE AND ELECTRICAL.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO FROM 0.2 MILE NORTH OF ROUTE 805/52 SEPARATION TO 0.3 MILE SOUTH OF NOBEL DRIVE OVERCROSSING
QA Service Level1 (Verified on 12/19/2023)

Sample Information

Sample Taken Date05/08/2025 Sample Unique Key31
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 testing05/09/2025
Sample typeQuality Assurance A brief description of the samplePSU Aggs
The quantity of what the sample constitutes3 bags From where was the sample collectedSource
First name of sampler or witnessed byGerardo Last name of sampler or witnessed byCordero
Title of samplerTET Telephone number of sampler
Laboratory sample identification25-05-08-30-PSU Linked DIME Sample ID2025-05-08-29
The fabricator/manufacturer/facility nameMartin Marietta 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)N/A
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 collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number21218080SR MM

Test Details

DIME Sample ID: 2025-05-08-31
DIME Test ID: 2025-05-08-31-2
Testing Lab: CT D11 - District 11 Materials 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: 2025-05-13

Test Results


Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 05/12/2025
Mass of fractured, coarse, 2 faced particles tested: 700 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 10 g
Mass of fractured, fine, 1 faced particles tested: 100 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0 g
Percentage of questionable, coarse, 2 faced particles tested: 0 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/13/2025