Summary for Test 2022-06-01-12-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 215315
DEA: 081H8304
EFIS: 0817000139
Award Date11/19/2021
Closeout DateNot set
Work DescriptionCONSTRUCT 4' MEDIAN
QA Service Level1 (Verified on 06/24/2021)

Sample Information

Sample Taken Date06/01/2022 Sample Unique Key12
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 testing06/02/2022
Sample typeVerification A brief description of the sample10K M.S. 3/4" HMA-A-SP-r25 1.0% LSM
The quantity of what the sample constitutes2 Bags Coldfeed ,10 Bags Virgin Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byJonathan Last name of sampler or witnessed byEligio
Title of sampler Telephone number of sampler
Laboratory sample identification0325A-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction - Big Rock 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
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number1544 A detailed description of where the material sample was collectedBelt Cut at Granite-Bigrock
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 number19 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-06-01-12
DIME Test ID: 2022-06-01-12-5
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: 2022-07-13

Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Md Tarafder
Date of test: 06/06/2022
Clay Level (Test 1): 4.7
Sand Level (Test 1): 4.1
Clay Level (Test 2): 4.6
Sand Level (Test 2): 4
Clay Level (Test 3): 4.5
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 88
Sand Equivalent (Test 2): 87
Sand Equivalent (Test 3): 87
Sand Equivalent: 88
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/13/2022