Test 2020-08-27-8-6 (AASHTO T176-08) 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 Date8/27/2020 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 testing8/28/2020
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R25 No LAS
The quantity of what the sample constitutes4 Bags Of Coldfeed Aggregate 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 identification0522-20
The fabricator/manufacturer/facility nameLittle Rock, Granite Construction 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, 91-36-0053
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R25 The fabricator/manufacturer designation for the sample
The plant number3566 A detailed description of where the material sample was collectedBelt Cut at Granite Littlerock
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: 2020-08-27-8
DIME Test ID: 2020-08-27-8-6
Testing Lab: CT - Southern Regional Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2020-09-08
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Danilo Ferrer
Date of test: 08/31/2020
Clay Level (Test 1): 4.5
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.2
Sand Level (Test 2): 4.5
Clay Level (Test 3): 4
Sand Level (Test 3): 3.4
Sand Equivalent (Test 1): 83
Sand Equivalent (Test 2): 87
Sand Equivalent (Test 3): 85
Sand Equivalent:85
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/08/2020