Summary for Test 2020-12-08-5-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214921
DEA: 09367404
EFIS: 0916000025
DIST-CO-RTE-PM09-KER-14-R4.7/R12.6
Award DateNot set
Closeout Date01/23/2023
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
QA Service Level1 (Verified on 11/06/2020)

Sample Information

Sample Taken Date12/08/2020 Sample Unique Key5
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 testing12/16/2020
Sample typeVerification A brief description of the sample10K MS 3/4" HMA-A-SP R25 0.8%Dry Lime LAS
The quantity of what the sample constitutes2 Bags Coldfeed Virgin Agg, 2 Bags Combined L.T. Agg, 1 Bag Fine 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 Telephone number of sampler
Laboratory sample identification0701A-20 Linked DIME Sample ID
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, name of Pit or Job Site)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 177.88 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 number18 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-12-08-5
DIME Test ID: 2020-12-08-5-6
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: 2020-12-30

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 12/20/2020
Clay Level (Test 1): 4.6
Sand Level (Test 1): 3.8
Clay Level (Test 2): 4.8
Sand Level (Test 2): 3.9
Clay Level (Test 3): 4.7
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 83
Sand Equivalent (Test 2): 82
Sand Equivalent (Test 3): 81
Sand Equivalent: 82
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/30/2020