Test 2020-12-10-22-2 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 214921
DEA: 09367404
EFIS: 0916000025
DIST-CO-RTE-PM09-KER-14-R4.7/R12.6
Work DescriptionCONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA.
Location DescriptionKERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING
Sample Information
Sample Taken Date12/10/2020 Sample Unique Key22
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 testing12/23/2020
Sample typeAcceptance A brief description of the sample3/4" HMA-A-SP R25 0.8% Dry Lime
The quantity of what the sample constitutes1 Bag CF Agg.,1 Bag Virgin Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byGranite Construction Company Littlerock Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0710A-20
The fabricator/manufacturer/facility nameGranite Construction Company Littlerock 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)91-19-0046, 91-19-0008
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R25 The fabricator/manufacturer designation for the sample
The plant number13554 A detailed description of where the material sample was collectedBelt Cut at Granite Littlerock Plant at 154.99 Tons
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2020-12-10-22
DIME Test ID: 2020-12-10-22-2
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: 2020-12-31
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 12/30/2020
Clay Level (Test 1): 5.1
Sand Level (Test 1): 4.5
Clay Level (Test 2): 5
Sand Level (Test 2): 4.5
Clay Level (Test 3): 5
Sand Level (Test 3): 4.5
Sand Equivalent (Test 1): 89
Sand Equivalent (Test 2): 90
Sand Equivalent (Test 3): 90
Sand Equivalent:90
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/31/2020