Summary for Test 2023-09-11-24-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 993742
DEA: 07321804
EFIS: 0716000052
DIST-CO-RTE-PM07-LA-405-7.0/12.9
Award Date07/06/2022
Closeout Date03/13/2025
Work DescriptionPLACE MINOR CONCRETE AND HOT MIX ASPHALT.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR LONG BEACH, CARSON AND LOS ANGELES AT VARIOUS LOCATIONS FROM 0.1 MILE NORTH OF ROUTE 710 TO ROUTE 110/405 SEPARATION
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date09/11/2023 Sample Unique Key24
Date that the sample was received by the laboratory/organization performing the testing09/12/2023 Sample typeVerification
A brief description of the samplePSUE 3/4" RHMA-G-SP 0.5% LAS The quantity of what the sample constitutes3 Bags Of Agg., 1 Bag each Of Scrap & Hi-Nat
From where was the sample collectedManufacturer First name of sampler or witnessed byZubieta
Last name of sampler or witnessed byTec Title of sampler
Telephone number of sampler Laboratory sample identification0468G-23
Linked DIME Sample ID The fabricator/manufacturer/facility nameAll American Asphalt- Corona
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0005
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBelt Cut at All American Corona Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number106835 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-09-11-24
DIME Test ID: 2023-09-11-24-5
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: 2023-12-13

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: R. B
Date of test: 09/15/2023
Clay Level (Test 1): 5.1
Sand Level (Test 1): 3.6
Clay Level (Test 2): 5.1
Sand Level (Test 2): 3.6
Clay Level (Test 3): 5.2
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 71
Sand Equivalent (Test 2): 71
Sand Equivalent (Test 3): 70
Sand Equivalent: 71
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/13/2023 ✔