Summary for Test 2020-02-25-4-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214226
DEA: 081E6114
EFIS: 0818000175
DIST-CO-RTE-PM08-RIV-62-81.6/82.2
Award Date08/13/2019
Closeout Date06/23/2021
Work DescriptionREPLACE AC SURFACING, PLACE RHMA-G AND HMA
Location DescriptionRIVERSIDE COUNTY FROM 3.4 MILES TO 2.8 MILES WEST OF 177
QA Service Level1 (Verified on 03/06/2020)

Sample Information

Sample Taken Date02/25/2020 Sample Unique Key4
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 testing02/26/2020
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R25
The quantity of what the sample constitutesPSUE 13 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed bySequoia Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0148A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite - Indio 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)91-33-0072
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R25 The fabricator/manufacturer designation for the sampleUnknown
The plant number1535 A detailed description of where the material sample was collectedBelt Cut at Granite Indio Plant
Where the material sample would have been placed if not sampledHMA Pavement Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-02-25-4
DIME Test ID: 2020-02-25-4-6
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: 2020-03-17

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Michael Magana
Date of test: 02/28/2020
Clay Level (Test 1): 4.2
Sand Level (Test 1): 3.7
Clay Level (Test 2): 4.9
Sand Level (Test 2): 4.3
Clay Level (Test 3): 4.8
Sand Level (Test 3): 4.3
Sand Equivalent (Test 1): 89
Sand Equivalent (Test 2): 88
Sand Equivalent (Test 3): 90
Sand Equivalent: 89
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/17/2020