Summary for Test 2021-11-12-36-7

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 Date11/12/2021 Sample Unique Key36
Date that the sample was received by the laboratory/organization performing the testing11/30/2021 Sample typeVerification
A brief description of the samplePSUE 1/2" RWMA-G-SP, 0.25% Evotherm The quantity of what the sample constitutes2 Bags of Combined Aggregate
From where was the sample collectedManufacturer First name of sampler or witnessed byCuong
Last name of sampler or witnessed byPham Title of sampler
Telephone number of sampler Laboratory sample identification0654G-21
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
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0035, 91-33-0039
The fabricator's/manufacturer's product name for the sample1/2 RWMA-G-SP The fabricator/manufacturer designation for the sample
The plant number50R003ARSPWEO 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 Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-11-12-36
DIME Test ID: 2021-11-12-36-7
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: 2021-12-03

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: Michael Magana
Date of test: 12/03/2021
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/3/2021 ✔