Summary for Test 2020-08-17-8-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 213999
DEA: 07313604
EFIS: 0715000092
DIST-CO-RTE-PM07-LA-5-R70.4
Award Date10/25/2019
Closeout Date01/28/2021
Work DescriptionREMOVE AND REPLACE REINFORCED CONCRETE PIPE.
Location DescriptionLOS ANGELES COUNTY AT 4.4 MILES NORTH OF TEMPLIN HIGHWAY
QA Service Level1 (Verified on 05/13/2020)

Sample Information

Sample Taken Date08/17/2020 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 testing08/19/2020
Sample typeVerification A brief description of the samplePSUE 3/4" WMA-A-SP R15 0.25% WMA
The quantity of what the sample constitutes5 Bags Of Agg., 1 Bag Of Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byMichael Last name of sampler or witnessed byBrook
Title of sampler Telephone number of sampler
Laboratory sample identification0509A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan- Sun Valley 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, name of Pit or Job Site)91-19-0017-, 91-19-0019, 91-19-0021
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number220826 SVA SJR A detailed description of where the material sample was collectedBelt Cut at Vulcan Sun Valley Plant
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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-08-17-8
DIME Test ID: 2020-08-17-8-6
Testing Lab: CT D08 - Fontana 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: 2020-08-28

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 08/22/2020
Clay Level (Test 1): 4.9
Sand Level (Test 1): 4.2
Clay Level (Test 2): 4.9
Sand Level (Test 2): 4
Clay Level (Test 3): 5
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 86
Sand Equivalent (Test 2): 82
Sand Equivalent (Test 3): 84
Sand Equivalent: 84
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/28/2020