Summary for Test 2020-05-22-22-8

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 212866
DEA: 021H9704
EFIS: 0216000051
DIST-CO-RTE-PM02-TEH-36-12.6/13.1
Award Date11/25/2019
Closeout Date10/06/2020
Work DescriptionCURVE REALIGNMENT AND HMA PAVING.
Location DescriptionTEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date05/22/2020 Sample Unique Key22
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 testing05/22/2020
Sample typeVerification A brief description of the sampleCombined Untreated 3/4-inch Type G Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byKaren Last name of sampler or witnessed bySpliethof
Title of sampler Telephone number of sampler
Laboratory sample identificationD78443F Linked DIME Sample ID
The fabricator/manufacturer/facility nameShasta Ranch Aggregates - Anderson, CA Transportation Laboratory (TL) Number897705
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)91-45-0057
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 collectedLab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 20-09-S1 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-22-22
DIME Test ID: 2020-05-22-22-8
Testing Lab: CT D02 - Redding 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: 2020-07-21

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 07/18/2020
Clay Level (Test 1): 5.2
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.1
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 74
Sand Equivalent (Test 2): 78
Sand Equivalent (Test 3): 75
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/21/2020