Summary for Test 2025-08-26-33-1

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 1000320
DEA: 11430324
EFIS: 1118000102
DIST-CO-RTE-PM11-SD-805-14.6/23.7
Award Date08/23/2024
Closeout DateNot set
Work DescriptionMODIFY ELECTRICAL, CONCRETE PAVEMENT, DRAINAGE AND SIGNS.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO FROM ROUTE 805/15 SEPARATION TO 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION
QA Service Level1 (Verified on 09/09/2024)

Sample Information

Sample Taken Date08/26/2025 Sample Unique Key33
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 testing08/27/2025
Sample typeVerification A brief description of the sampleJMF
The quantity of what the sample constitutes2 bags From where was the sample collectedJob Site
First name of sampler or witnessed byGerardo Last name of sampler or witnessed byCordero
Title of samplerTET Telephone number of sampler6199366795
Laboratory sample identification25-08-26-33-JMF Linked DIME Sample ID2025-08-26-32
The fabricator/manufacturer/facility nameRobertson's Miramar 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)Not Provided
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 Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number23418180AH MM

Test Details

DIME Sample ID: 2025-08-26-33
DIME Test ID: 2025-08-26-33-1
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: 2025-09-05

Test Results


Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 09/04/2025
Mass of fractured, coarse, 2 faced particles tested: 988 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 12 g
Mass of fractured, coarse, 1 faced particles tested: 885 g
Mass of questionable, coarse, 1 faced particles tested: 0 g
Mass of unfractured, coarse, 1 faced particles tested: 15 g
Percentage of questionable, coarse, 2 faced particles tested: 0 %
Percentage of questionable, coarse, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 99 %
Percentage of fractured, coarse, 1 faced particles tested: 98 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/5/2025