Summary for Test 2019-12-17-13-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 213741
DEA: 07325704
EFIS: 0716000089
DIST-CO-RTE-PM07-LA-5-1.7
Award DateNot set
Closeout DateNot set
Work DescriptionBUILDING CONSTRUCTION IN LOS ANGELES COUNTY IN SANTA FE SPRINGS AT 14044 FREEWAY DRIVE.
Location DescriptionSanta Fe Springs, At 14044 Freeway Drive.
QA Service Level1 (Verified on 07/08/2019)

Sample Information

Sample Taken Date12/17/2019 Sample Unique Key13
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 testing12/20/2019
Sample typeVerification A brief description of the sample1/2 WMA-A-SP R25
The quantity of what the sample constitutesJMF 5 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byRJ Noble Orange Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0729A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRJ Noble Orange 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)91-33-0035::EAGLE VALLEY QUARRY
The fabricator's/manufacturer's product name for the sample1/2 WMA-A-SP R25 The fabricator/manufacturer designation for the sample40R2507SPWEO
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at RJ Noble Orange Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-12-17-13
DIME Test ID: 2019-12-17-13-2
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: 2020-03-17

Test Results


Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 12/26/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/17/2020