Summary for Test 2023-09-08-71-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 994611
DEA: 112N1214
EFIS: 1121000171
DIST-CO-RTE-PM11-SD-94-39.0/R49.9
Award Date06/06/2023
Closeout DateNot set
Work DescriptionMICROSURFACING, SHOULDER BACKING, RUMBLE STRIP, & STRIPING.
Location DescriptionSAN DIEGO NEAR POTRERO AND CANYON CITY FROM JUNCTION ROUTE 188 TO 3 MILES EAST OF CAMPO CREEK BRIDGE (BR NO. 57-0118)
QA Service Level1 (Verified on 07/18/2023)

Sample Information

Sample Taken Date09/08/2023 Sample Unique Key71
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 testing09/14/2023
Sample typeQuality Assurance A brief description of the sampleAggregates
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byLeonard Last name of sampler or witnessed byBeystrum
Title of sampler Telephone number of sampler
Laboratory sample identification9103-S Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Otay 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)91-37-0035
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 collectedPlant
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 Number

Test Details

DIME Sample ID: 2023-09-08-71
DIME Test ID: 2023-09-08-71-2
Testing Lab: CT D11 - District 11 Materials 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: 2024-01-24

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 01/02/2024
Clay Level (Test 1): 4.9
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.3
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.4
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 76
Sand Equivalent (Test 2): 74
Sand Equivalent (Test 3): 75
Sand Equivalent: 75
General comments (publicly viewable) (Max 1000 characters): Complies min 60

Test was verified on 1/24/2024