Test 2020-11-23-5-6 (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 Date11/23/2020 Sample Unique Key5
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 testing12/25/2020
Sample typeVerification A brief description of the samplePSUE 3/4" WMA-A-SP R25 0.3% EVO
The quantity of what the sample constitutes4 Bags Of Coldfeed Agg., 2 Bags 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 identification0678A-20
The fabricator/manufacturer/facility nameGranite Construction Company-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
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 collectedGranite Construction Littlerock Stockpiles
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: 2020-11-23-5
DIME Test ID: 2020-11-23-5-6
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: 2020-12-03
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 11/28/2020
Clay Level (Test 1): 4.6
Sand Level (Test 1): 4
Clay Level (Test 2): 4.8
Sand Level (Test 2): 4.2
Clay Level (Test 3): 5.4
Sand Level (Test 3): 4.3
Sand Equivalent (Test 1): 87
Sand Equivalent (Test 2): 88
Sand Equivalent (Test 3): 80
Sand Equivalent:85
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/03/2020