Summary for Test 2023-03-21-8-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214549
DEA: 081H2904
EFIS: 0817000006
DIST-CO-RTE-PM08-SBD-173-18.7
Award Date08/20/2020
Closeout Date10/02/2024
Work DescriptionSTRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL.
Location DescriptionSAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD
QA Service Level1 (Verified on 01/13/2020)

Sample Information

Sample Taken Date03/21/2023 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 testing04/06/2023
Sample typeVerification A brief description of the sampleJMF 3/4" HMA-A-SP R15 0.5% LAS
The quantity of what the sample constitutes4 Bags Of Agg., 2 Bags Of Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byJohn Last name of sampler or witnessed byLara
Title of sampler Telephone number of sampler
Laboratory sample identification0192A-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMatich Plant Rialto 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)91-36-0040
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 Matich Plant Rialto
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberLHP-62D-PM Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-03-21-8
DIME Test ID: 2023-03-21-8-5
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: 2023-07-25

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Zaid Khaliq
Date of test: 04/12/2023
Clay Level (Test 1): 5.4
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.6
Sand Level (Test 2): 4
Clay Level (Test 3): 5.3
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 73
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 72
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/25/2023