Summary for Test 2026-03-12-31-1

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 995065
DEA: 112N1764
DIST-CO-RTE-PM11-IMP-8-R50.3/R96.7
Award Date05/01/2025
Closeout DateNot set
Work DescriptionMICROSURFACING, SHOULDER BACKING, PAVEMENT MARKING, & INSTALL SIGNS.
Location DescriptionIMPERIAL COUNTY AT VARIOUS LOCATIONS FROM 0.2 MILE WEST OF BONDS CORNER OVERCROSSING TO 0.2 MILE EAST OF FOURTH AVENUE OVERCROSSING .
QA Service Level1 (Verified on 06/11/2024)

Sample Information

Sample Taken Date03/12/2026 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 testing03/13/2026
Sample typeVerification A brief description of the sampleJMFR
The quantity of what the sample constitutes5 bags From where was the sample collectedSupplier
First name of sampler or witnessed byGerardo Last name of sampler or witnessed byCordero
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAPI Gateway 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)See Mix
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 Number40 API Val

Test Details

DIME Sample ID: 2026-03-12-31
DIME Test ID: 2026-03-12-31-1
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: 2026-03-25

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: 03/19/2026
Mass of fractured, coarse, 2 faced particles tested: 1000 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 0 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: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters): Complies

Test was verified on 3/25/2026