Summary for Test 2019-06-20-16-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214004
DEA: 074W2704
EFIS: 0718000102
DIST-CO-RTE-PM07-VEN-101-8.9/11.5
Award Date04/22/2019
Closeout DateNot set
Work DescriptionPLACE RHMA-G (BONDED WEARING COURSE).
Location DescriptionVENTURA COUNTY IN THOUSAND OAKS AND CAMARILLO FROM 1.1 MILE WEST OF WENDY DRIVE OVERCROSSING TO ARROYO CONEJO BRIDGE
QA Service Level1 (Verified on 07/15/2019)

Sample Information

Sample Taken Date06/20/2019 Sample Unique Key16
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 testing06/25/2019
Sample typeVerification A brief description of the sample1/2 RHMA-G-BWC
The quantity of what the sample constitutesJMF 4 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byHopkin
Title of sampler Telephone number of sampler
Laboratory sample identification0371G-19 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::LITTLEROCK
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-BWC The fabricator/manufacturer designation for the sample1346
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID

Test Details

DIME Sample ID: 2019-06-20-16
DIME Test ID: 2019-06-20-16-6
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: 2019-08-22

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Husni Ankir
Date of test: 07/01/2019
Clay Level (Test 1): 5.1
Sand Level (Test 1): 4
Clay Level (Test 2): 4.7
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 79
Sand Equivalent (Test 2): 79
Sand Equivalent (Test 3): 78
Sand Equivalent:79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/22/2019