Summary for Test 2021-09-22-30-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 215556
DEA: 081L6504
EFIS: 0820000131
DIST-CO-RTE-PM08--,58-
Award Date06/18/2021
Closeout Date04/08/2022
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date09/22/2021 Sample Unique Key30
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 testing09/24/2021
Sample typeVerification A brief description of the samplePSUE 3/4" RHMA-G-SP 1.0% LSM
The quantity of what the sample constitutes2 Bags of Coldfeed Aggregate, 9 Bags of Virgin Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byAlex Blue Diamond Victorville Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0547G-21 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

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-36-0106, 91-36-0046,91-36-0040
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP 1 Percent LSM The fabricator/manufacturer designation for the sample
The plant number300072 LSM LC 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: 2021-09-22-30
DIME Test ID: 2021-09-22-30-5
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: 2021-10-01

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Edmond Jabbour
Date of test: 09/29/2021
Clay Level (Test 1): 5.3
Sand Level (Test 1): 4.1
Clay Level (Test 2): 5
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.5
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 78
Sand Equivalent (Test 2): 78
Sand Equivalent (Test 3): 75
Sand Equivalent: 77
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/1/2021