Test 2021-04-14-14-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 210227
DEA: 07286204
EFIS: 0713000217
DIST-CO-RTE-PM07-LA-138-56.20/55.20
Work DescriptionWIDEN ROUTE 138 TO 4 LANES WITH A MEDIAN TURN LANE AND STANDARD WIDTH SHOULDERS.; DRAINAGE IMPROVEMENTS.
Location DescriptionIN LOS ANGELES COUNTY IN PALMDALE FROM 87TH STREET EAST TO 96TH STREET EAST
Sample Information
Sample Taken Date4/14/2021 Sample Unique Key14
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 testing4/16/2021
Sample typeVerification A brief description of the sampleJMF 3/4" WMA-A-SP R25 0.3% Evotherm
The quantity of what the sample constitutes4 Bags of Coldfeed, 2 Bags of RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byWilliam Last name of sampler or witnessed byLucas
Title of sampler Laboratory sample identification0227A-21
The fabricator/manufacturer/facility nameGranite Construction Llano 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)91-19-0046
The fabricator's/manufacturer's product name for the sample3/4 WMA-A-SP R25 The fabricator/manufacturer designation for the sample
The plant number1639 A detailed description of where the material sample was collectedBelt Cut at Granite Llano
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 JMF Verification ID
Test Details
DIME Sample ID: 2021-04-14-14
DIME Test ID: 2021-04-14-14-2
Testing Lab: CT - 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: 2021-04-30
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: 04/28/2021
Percentage of fractured, coarse, 2 faced particles tested:98 %
Percentage of fractured, coarse, 1 faced particles tested:99 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/30/2021