Test 2021-02-19-32-2 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 213764
DEA: 080F0304
EFIS: 0800020358
DIST-CO-RTE-PM08-SBD-60-R0.7/R3.0
Work DescriptionREMOVE AND REPLACE THREE OVERCROSSING BRIDGES ON ROUTE 60
Location DescriptionIN SAN BERNARDINO COUNTY IN AND NEAR CHINO AT VARIOUS LOCATIONS FROM O.1 MILE WEST OF PIPELINE AVENUE OVERCROSSING TO 0.1 MILE EAST OF BENSON AVENUE OVERCROSSING
Sample Information
Sample Taken Date2/19/2021 Sample Unique Key32
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 testing2/22/2021
Sample typeAcceptance A brief description of the sampleAcceptance 3/4" HMA-A-SP R15 0.5% LAS
The quantity of what the sample constitutes2 Bags of Colfeed, 1 Bag of RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byRJ Noble Company Corona Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0151A-21
The fabricator/manufacturer/facility nameRJ Noble Company 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)91-33-0014, 91-33-0039
The fabricator's/manufacturer's product name for the sample3/4 HMA-SP R15 The fabricator/manufacturer designation for the sample
The plant number36R1504SPWC A detailed description of where the material sample was collectedBelt Cut at RJ Noble 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 HMA Design ID
Test Details
DIME Sample ID: 2021-02-19-32
DIME Test ID: 2021-02-19-32-2
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: 2021-03-02
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 02/24/2021
Clay Level (Test 1): 7.2
Sand Level (Test 1): 4.3
Clay Level (Test 2): 6.9
Sand Level (Test 2): 4.1
Clay Level (Test 3): 6.7
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 60
Sand Equivalent (Test 2): 60
Sand Equivalent (Test 3): 60
Sand Equivalent:60
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/02/2021