Summary for Test 2021-03-30-17-6

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 DateNot set
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 Date03/30/2021 Sample Unique Key17
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing04/02/2021
Sample typeVerification A brief description of the sampleJMF 3/4" HMA-A-SP R25, 0.8% Dry Lime
The quantity of what the sample constitutes4 Bags of Virgin, 2 Bags of Lime Treated Coldfeed, 1 Bag of RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byWilliam Last name of sampler or witnessed byLucas
Title of sampler Telephone number of sampler
Laboratory sample identification0188A-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite 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)91-19-0008, 91-19-0046
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
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: 2021-03-30-17
DIME Test ID: 2021-03-30-17-6
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: 2021-04-29

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 04/14/2021
Clay Level (Test 1): 5
Sand Level (Test 1): 4.1
Clay Level (Test 2): 4.8
Sand Level (Test 2): 3.9
Clay Level (Test 3): 4.7
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 82
Sand Equivalent (Test 2): 82
Sand Equivalent (Test 3): 83
Sand Equivalent:83
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/29/2021