Summary for Test 2019-05-15-1-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 213323
DEA: 081G4604
EFIS: 0816000005
DIST-CO-RTE-PM08-SBD-15-174.0/175.0
Award Date08/31/2018
Closeout Date11/12/2019
Work DescriptionCOLD PLANE AND OVERLAY W/OGFC
Location DescriptionSAN BERNARDINO COUNTY FROM 2.5 MILES SOUTH OF BAILEY ROAD OVERCROSSING TO 1.2 MILES SOUTH OF NIPTON ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date05/15/2019 Sample Unique Key1
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 testing05/16/2019
Sample typeVerification A brief description of the sample1 HMA-A-SP
The quantity of what the sample constitutesPSE 9 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAggregate Industries Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0280A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSloan Quarry-Jean Pit-Nevada 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)Sloan Quarry, Jean Pit - Nevada
The fabricator's/manufacturer's product name for the sample1 HMA-A-SP The fabricator/manufacturer designation for the sample1-HMA-SPS
The plant numberUnknown A detailed description of where the material sample was collectedManufacturer
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-05-15-1
DIME Test ID: 2019-05-15-1-6
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: 2019-06-06

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 05/17/2019
Clay Level (Test 1): 4.1
Sand Level (Test 1): 3.9
Clay Level (Test 2): 4.3
Sand Level (Test 2): 3.9
Clay Level (Test 3): 4.2
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 96
Sand Equivalent (Test 2): 91
Sand Equivalent (Test 3): 96
Sand Equivalent: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/30/2019