Summary for Test 2021-05-17-12-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214221
DEA: 081F1424
EFIS: 0815000232
DIST-CO-RTE-PM08-RIV-15-23.9/33.4
Award Date09/05/2019
Closeout Date03/01/2022
Work DescriptionREPLACE INDIVIDUAL PCC SLABS, GRIND PCC PAVEMENT AND UPGRADE GUARDRAIL
Location DescriptionRIVERSIDE COUNTY NEAR LAKE ELSINORE FROM NICHOLS ROAD OVERCROSSING TO 0.2 MILE NORTH OF TEMESCAL CANYON ROAD UNDERCROSSING
QA Service Level1 (Verified on 12/04/2019)

Sample Information

Sample Taken Date05/17/2021 Sample Unique Key12
Date that the sample was received by the laboratory/organization performing the testing05/20/2021 Sample typeVerification
A brief description of the samplePSUE 3/4" RHMA-G-SP 0.5% LAS The quantity of what the sample constitutes4 Bags Of Aggregate
From where was the sample collectedManufacturer First name of sampler or witnessed byRamy
Last name of sampler or witnessed byMekail Title of sampler
Telephone number of sampler Laboratory sample identification0292G-21
Linked DIME Sample ID The fabricator/manufacturer/facility nameAll American Asphalt
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 sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant number106835 A detailed description of where the material sample was collectedBelt Cut at All American Asphalt Corona 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: 2021-05-17-12
DIME Test ID: 2021-05-17-12-6
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: 2021-05-26

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 05/24/2021
Clay Level (Test 1): 5.7
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.3
Sand Level (Test 2): 3.5
Clay Level (Test 3): 5.4
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 67
Sand Equivalent (Test 2): 66
Sand Equivalent (Test 3): 67
Sand Equivalent: 67
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/26/2021 ✔