Summary for Test 2021-08-13-17-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 215687
DEA: 074W6104
EFIS: 0719000104
DIST-CO-RTE-PM07-LA-18-0.0/4.5
Award Date05/26/2021
Closeout Date10/06/2022
Work DescriptionPLACE RUBBERIZED HMA (GAP GRADED).
Location DescriptionLOS ANGELES COUNTY NEAR LLANO FROM SAN BERNARDINO COUNTY LINE TO JUNCTION ROUTE 138
QA Service Level1 (Verified on 07/01/2021)

Sample Information

Sample Taken Date08/13/2021 Sample Unique Key17
Date that the sample was received by the laboratory/organization performing the testing08/19/2021 Sample typeVerification
A brief description of the sampleJMF 1/2" RHMA-G-SP, 0.5% LAS The quantity of what the sample constitutes5 Bags of Combined Aggregate
From where was the sample collectedManufacturer First name of sampler or witnessed byGranite Llano
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0483G-21
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Llano
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)91-19-0046::BIG ROCK CREEK- GRANITE
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant number1346 A detailed description of where the material sample was collectedBelt Cut at Granite Llano 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: 2021-08-13-17
DIME Test ID: 2021-08-13-17-7
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: 2021-09-03

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: Satish Jain
Date of test: 08/29/2021
Percentage of fractured, coarse, 2 faced particles tested: 99 %
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 9/3/2021 ✔