Summary for Test 2022-04-14-44-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 993222
DEA: 081G5204
EFIS: 0816000020
DIST-CO-RTE-PM08-SBD-18-100.9/115.9
Award Date10/28/2021
Closeout Date07/27/2023
Work DescriptionCOLD PLANE AC PAVEMENT & PLACE HMA AND MINOR CONCRETE.
Location DescriptionSAN BERNARDINO COUNTY IN AND NEAR ADELANTO FROM LOS ANGELES COUNTY LINE TO ROUTE 395
QA Service Level1 (Verified on 10/04/2021)

Sample Information

Sample Taken Date04/14/2022 Sample Unique Key44
Date that the sample was received by the laboratory/organization performing the testing05/03/2022 Sample typeVerification
A brief description of the samplePSUE 3/4" HMA-A-SP R15 0.6% LAS The quantity of what the sample constitutes2 Bags Combined Agg., 1 Bag Rap
From where was the sample collectedManufacturer First name of sampler or witnessed byBlue Diamond
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0262A-22
Linked DIME Sample ID The fabricator/manufacturer/facility nameBlue Diamond-Victorville
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)91-19-0046., 91-36-0106
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number300154 A detailed description of where the material sample was collectedBelt Cut at Blue Diamond Victorville 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: 2022-04-14-44
DIME Test ID: 2022-04-14-44-5
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: 2022-06-28

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Amir Behjati
Date of test: 05/04/2022
Clay Level (Test 1): 5.9
Sand Level (Test 1): 4.3
Clay Level (Test 2): 5.8
Sand Level (Test 2): 4.2
Clay Level (Test 3): 6
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 73
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 70
Sand Equivalent: 72
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/28/2022 ✔