Summary for Test 2024-06-04-48-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 994331
DEA: 11430254
EFIS: 1118000079
DIST-CO-RTE-PM11-SD-52-5.1/9.0
Award Date12/21/2023
Closeout DateNot set
Work DescriptionCONST AUX LANE, COMPACTION GROUTING, RHMA, LANDSCAPE, & ELECTRICAL.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO FROM 0.4 MILE WEST OF CONVOY STREET OVERCROSSING TO 0.3 MILE EAST OF SANTO ROAD OVERCROSSING
QA Service Level1 (Verified on 02/05/2024)

Sample Information

Sample Taken Date06/04/2024 Sample Unique Key48
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 testing06/04/2024
Sample typeQuality Assurance A brief description of the sampleHMA
The quantity of what the sample constitutes3 bags From where was the sample collectedSource
First name of sampler or witnessed byBen Last name of sampler or witnessed bySmith
Title of sampler Telephone number of sampler619 380 4522
Laboratory sample identification0801-JMF Linked DIME Sample ID2024-06-04-47
The fabricator/manufacturer/facility nameMartin Marietta 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)91-37-0036
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 Number

Test Details

DIME Sample ID: 2024-06-04-48
DIME Test ID: 2024-06-04-48-2
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: 2024-06-11

Test Results


Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 06/11/2024
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: 15 g
Percentage of questionable, coarse, 2 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters): Complies

Test was verified on 6/11/2024