Test 2021-05-21-28-5 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 214131
DEA: 080N69U4
EFIS: 0812000307
COOP: 081635
DIST-CO-RTE-PM08-RIV-60-22.1/22.6
Work DescriptionImproving Operation efficiency and traffic flow in the SR-60 Truck Corridor in Moreno Valley. Widening inside and outside shoulders in 6 stages.
Location DescriptionR-60 Truck Climbing Lane . Construction of new east and west bound truck lanes from Gilman Springs road to 1.37 miles west if Jack Rabbit trail. Existing shoulders will be widened to standard 10 ft inside and 12 ft outside respectively.
Sample Information
Sample Taken Date5/21/2021 Sample Unique Key28
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 testing6/22/2021
Sample typeVerification A brief description of the sampleJMF 3/4" RHMA-G-SP 0.5% LAS
The quantity of what the sample constitutes4 Bags Of Combined Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt - Perris Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0381G-21
The fabricator/manufacturer/facility nameAll American Asphalt Perris 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 or name of Pit)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 Perris 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 JMF Verification ID
Test Details
DIME Sample ID: 2021-05-21-28
DIME Test ID: 2021-05-21-28-5
Testing Lab: CT - 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: 2021-07-07
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 06/30/2021
Clay Level (Test 1): 4.8
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.3
Sand Level (Test 2): 3.8
Clay Level (Test 3): 4.9
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 78
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 74
Sand Equivalent:75
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/07/2021