Summary for Test 2020-12-03-8-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214397
DEA: 120N3204
EFIS: 1213000196
DIST-CO-RTE-PM12-ORA-91-R9.8/R18.9
Award Date11/07/2019
Closeout Date07/01/2022
Work DescriptionCONST PRECAST SLAB REPLACEMENT, COLD PLANE AC PVMT AND PLACE RHMA.
Location DescriptionORANGE COUNTY IN ANAHEIM AND YORBA LINDA FROM 0.3 MILE WEST OF LAKEVIEW AVENUE OVERCROSSING TO RIVERSIDE COUNTY LINE
QA Service Level1 (Verified on 12/02/2019)

Sample Information

Sample Taken Date12/03/2020 Sample Unique Key8
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 testing12/07/2020
Sample typeVerification A brief description of the sampleJMF 3/4" WMA-A-SP R25 0.25% LAS
The quantity of what the sample constitutes4 Bags Coldfeed Agg., 1 Bag Rap 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 identification0686A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameR J 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 sample3/4 WMA-A-SP R25 The fabricator/manufacturer designation for the sample
The plant number36R2508SPWEO 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 sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-12-03-8
DIME Test ID: 2020-12-03-8-2
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: 2020-12-29

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: 12/10/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 99 %
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 12/29/2020