Summary for Test 2023-04-14-13-3

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 993805
DEA: 070W1404
EFIS: 0721000062
DIST-CO-RTE-PM07-VEN-1-4.4/9.7
Award Date06/24/2022
Closeout DateNot set
Work DescriptionCOLD PLACE AC PAVEMENT AND PLACE RHMA-G.
Location DescriptionVENTURA COUNTY FROM BIG SYCAMORE MAINTENANCE STATION AND PARK TO 0.2 MILE SOUTH OF GALLEGUAS GREEK BRIDGE
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date04/14/2023 Sample Unique Key13
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 testing04/14/2023
Sample typeDepartment Acceptance A brief description of the sample1/2" RHMA-G
The quantity of what the sample constitutes0-750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byHopkins
Title of samplerPlant Inspector Telephone number of sampler
Laboratory sample identificationKH205F Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Saticoy HMA Transportation Laboratory (TL) NumberC041423F
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)91-19-0035
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant numberVulcan Saticoy HMA A detailed description of where the material sample was collectedConveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberJMF 326122

Test Details

DIME Sample ID: 2023-04-14-13
DIME Test ID: 2023-04-14-13-3
Testing Lab: CT D07 - Plant Services
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: 2023-04-24

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Kevin Hopkins
Date of test: 04/17/2023
Clay Level (Test 1): 4.9
Sand Level (Test 1): 4
Clay Level (Test 2): 4.9
Sand Level (Test 2): 4.1
Clay Level (Test 3): 5
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 82
Sand Equivalent (Test 2): 84
Sand Equivalent (Test 3): 82
Sand Equivalent: 83
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/24/2023