Test 2020-06-01-7-2 (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 Date6/1/2020 Sample Unique Key7
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 testing6/9/2020
Sample typeVerification A brief description of the sample3/4 WMA-A-SP R25 Aggregata and RAP
The quantity of what the sample constitutesJMF 6 Bags 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 identification0319A-20
The fabricator/manufacturer/facility nameGranite Construction Littlerock 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)91-19-0008::LITTLEROCK
The fabricator's/manufacturer's product name for the sample3/4 WMA-A-SP R25 The fabricator/manufacturer designation for the sampleUnknown
The plant number1639 A detailed description of where the material sample was collectedBelt Cut at Granite Little Rock Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2020-06-01-7
DIME Test ID: 2020-06-01-7-2
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: 2020-06-24
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: 06/16/2020
Weighted average percentage of fractured, coarse, 2 faced particles:98 %
Weighted average percentage of fractured, coarse, 1 faced particles:99 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 06/24/2020