Summary for Test 2020-01-31-1-6

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214634
DEA: 051M2404
EFIS: 0519000085
DIST-CO-RTE-PM05-SB-101-21.8/22.0
Award DateNot set
Closeout DateNot set
Work DescriptionGoleta Cross Slope Correction
Location DescriptionNot set
QA Service Level1 (Verified on 02/20/2020)

Sample Information

Sample Taken Date01/31/2020 Sample Unique Key1
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 testing01/31/2020
Sample typeVerification A brief description of the sample6 bags virgin 1 bag LSM
The quantity of what the sample constitutesVerification Testing From where was the sample collectedManufacturer
First name of sampler or witnessed bySal Last name of sampler or witnessed byZamora
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalPortland Garey 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 or name of Pit)91-42-0014
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedHMA Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-93

Test Details

DIME Sample ID: 2020-01-31-1
DIME Test ID: 2020-01-31-1-6
Testing Lab: CT D05 - Field 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: 2020-02-13

Test Results


Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 02/13/2020
Weighted average percentage of fractured, coarse, 2 faced particles:98 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/13/2020