Summary for Test 2021-09-09-18-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 215687
DEA: 074W6104
EFIS: 0719000104
DIST-CO-RTE-PM07-LA-18-0.0/4.5
Award Date05/26/2021
Closeout DateNot set
Work DescriptionPLACE RUBBERIZED HMA (GAP GRADED).
Location DescriptionLOS ANGELES COUNTY NEAR LLANO FROM SAN BERNARDINO COUNTY LINE TO JUNCTION ROUTE 138
QA Service Level1 (Verified on 07/01/2021)

Sample Information

Sample Taken Date09/09/2021 Sample Unique Key18
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 testing09/10/2021
Sample typeVerification A brief description of the samplePSUE 1/2" RHMA-G 0.5% LAS
The quantity of what the sample constitutes4 Bags of Combined Aggregate 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 identification0524G-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Company Llano 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::BIG ROCK CREEK- GRANITE
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant number1346 A detailed description of where the material sample was collectedBelt Cut At Granite Construction Co Llano
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number2
Sublot number1 JMF Verification ID

Test Details

DIME Sample ID: 2021-09-09-18
DIME Test ID: 2021-09-09-18-5
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: 2021-09-22

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 09/16/2021
Clay Level (Test 1): 5.5
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.6
Sand Level (Test 2): 4.1
Clay Level (Test 3): 5.6
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 71
Sand Equivalent (Test 2): 74
Sand Equivalent (Test 3): 68
Sand Equivalent:71
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/22/2021