Summary for Test 2023-02-10-30-1

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 215486
DEA: 040A0204
EFIS: 0400000129
DIST-CO-RTE-PM04-SON-1-15-15.7
Award DateNot set
Closeout DateNot set
Work DescriptionConstruct roadway and bridge with structural concrete and CIDH piling
Location DescriptionDistrict-County-Route-Post Mile: 04-Son-1-R15.0/R15.7
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date02/10/2023 Sample Unique Key30
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 testing02/10/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA Type A
The quantity of what the sample constitutes4 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byValdez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBoDean Company Transportation Laboratory (TL) Number861612
Inspector Lot Number from the Transportation Laboratory (TL) Form1 Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-49-0032
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 collectedFrom the plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/4 inch
The concrete mix design number Lot number1
Sublot number1 Aggregate Mix NumberD04 JMF 22 011

Test Details

DIME Sample ID: 2023-02-10-30
DIME Test ID: 2023-02-10-30-1
Testing Lab: CT D04 - Petaluma Field 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: 2023-03-22

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 02/13/2023
Clay Level (Test 1): 7.1
Sand Level (Test 1): 3.9
Clay Level (Test 2): 7.2
Sand Level (Test 2): 3.9
Clay Level (Test 3): 7
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 55
Sand Equivalent (Test 2): 55
Sand Equivalent (Test 3): 55
Sand Equivalent: 55
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/22/2023