Summary for Test 2021-09-02-50-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214345
DEA: 120P94U4
EFIS: 1217000076
DIST-CO-RTE-PM12-ORA-133-3.2/R4.1
Award Date02/23/2021
Closeout DateNot set
Work DescriptionROADWAY WIDENING, RESTRIPING AND DRAINAGE WORK.
Location DescriptionORANGE COUNTY IN THE CITY OF LAGUNA BEACH FROM 0.2 MILE SOUTH OF EL TORO ROAD TO ROUTE 73/133 SEPARATION
QA Service Level1 (Verified on 12/10/2020)

Sample Information

Sample Taken Date09/02/2021 Sample Unique Key50
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 testing10/07/2021
Sample typeVerification A brief description of the sampleJMF 1/2" HMA-O SP
The quantity of what the sample constitutes6 Bags of Combined Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Corona Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0580O-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Corona 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)91-33-0027::CORONA QUARRY
The fabricator's/manufacturer's product name for the sample1/2 HMA-O-SP The fabricator/manufacturer designation for the sample
The plant number320916 CORD SJR A detailed description of where the material sample was collectedBelt Cut at Vulcan Corona Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-09-02-50
DIME Test ID: 2021-09-02-50-5
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: 2021-10-14

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Edmond Jabbour
Date of test: 10/12/2021
Clay Level (Test 1): 6.7
Sand Level (Test 1): 3.9
Clay Level (Test 2): 6.6
Sand Level (Test 2): 3.7
Clay Level (Test 3): 6.7
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 59
Sand Equivalent (Test 2): 57
Sand Equivalent (Test 3): 59
Sand Equivalent: 59
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/14/2021