Summary for Test 2020-05-13-34-3

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 212324
DEA: 033F5104
EFIS: 0313000020
DIST-CO-RTE-PM03-YUB-20-R18.1/R20.1
Award Date10/31/2019
Closeout Date08/03/2023
Work DescriptionConstruct bridge, realign curve & widen shoulders.
Location DescriptionConstruction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road.
QA Service Level1 (Verified on 02/27/2020)

Sample Information

Sample Taken Date05/13/2020 Sample Unique Key34
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 testing05/13/2020
Sample typeVerification A brief description of the sample1/2 inch HMA -A with RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byKenny Last name of sampler or witnessed byMcHugh
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Materials Hallwood Transportation Laboratory (TL) Numberc741853
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)91-58-0006::HALLWOOD PLANT
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedCold Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-13-34
DIME Test ID: 2020-05-13-34-3
Testing Lab: CT D03 - Olivehurst Northern 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: 2020-11-11

Test Results


How many times will the test be run?: 3 Times
Input Type: Calculated
Tester's full name: Kavon Rastegar
Date of test: 06/17/2020
Sand Equivalent (Test 1): 80
Sand Equivalent (Test 2): 80
Sand Equivalent (Test 3): 80
Sand Equivalent: 80
General comments (publicly viewable) (Max 1000 characters): The CEM 3513 original hardcopy, effective on 6-23-2020, indicates a test result of 80. Individual test results from the lab tester are not available, thus the use of 80 for all test fields

Test was verified on 11/11/2020