Summary for Test 2024-03-05-31-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 994869
DEA: 073237U4
EFIS: 0720000224
DIST-CO-RTE-PM07-VEN-150-13.3/19
Award Date03/27/2023
Closeout DateNot set
Work DescriptionPLACE HMA (TYPE A) AND COLD PLANE ASPHALT
Location DescriptionVENTURA COUNTY IN AND NEAR OJAI FROM BURNHAM ROAD TO GORHAM ROAD
QA Service Level1 (Verified on 06/26/2023)

Sample Information

Sample Taken Date03/05/2024 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 testing03/12/2024
Sample typeVerification A brief description of the sampleJMF 3/4" HMA-A-SP R30 4.8% Rejuvenato
The quantity of what the sample constitutes4 Bags of Comb. Aggregate, 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byAvo Last name of sampler or witnessed byK
Title of sampler Telephone number of sampler
Laboratory sample identification0134A-24 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials- Saticoy 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)91-19-0020,91-19-0035
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 collectedBelt Cut at Vulcan Materials- Saticoy
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number220203E SAT LTR Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-03-05-31
DIME Test ID: 2024-03-05-31-7
Testing Lab: CT D08 - Fontana 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: 2024-05-14

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: Martha.L
Date of test: 03/26/2024
Percentage of fractured, coarse, 2 faced particles tested: 92 %
Percentage of fractured, coarse, 1 faced particles tested: 95 %
Percentage of fractured, fine, 1 faced particles tested: 94 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/14/2024