Summary for Test 2019-04-22-6-7

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 213888
DEA: 024H2704
EFIS: 0218000101
DIST-CO-RTE-PM02-SHA-44-34.0/43.2
Award Date03/21/2019
Closeout Date12/04/2019
Work DescriptionPLACE HMA (TYPE A) OVERLAY.
Location DescriptionSHASTA COUNTY AT AND NEAR VIOLA FROM 0.2 MILE EAST OF MILL CREEK ROAD TO 0.8 MILE EAST OF DEER FLAT ROAD
QA Service Level1 (Verified on 04/03/2019)

Sample Information

Sample Taken Date04/22/2019 Sample Unique Key6
Date that the sample was received by the laboratory/organization performing the testing04/22/2019 Sample typeVerification
A brief description of the sampleCombined Untreated Virgin 1/2-inch Type A Aggregate The quantity of what the sample constitutesJMF Verification
From where was the sample collectedManufacturer First name of sampler or witnessed byAnthony
Last name of sampler or witnessed byOrtiz Title of sampler
Telephone number of sampler Laboratory sample identificationD77841F
Linked DIME Sample ID The fabricator/manufacturer/facility nameShasta Ranch Aggregates
Transportation Laboratory (TL) Number736648 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-45-0057::SHASTA RANCH AGGREGATES
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleL190860
The plant numberUnknown 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 sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberJMF 19-11-S1 Lot number0
Sublot number0 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-22-6
DIME Test ID: 2019-04-22-6-7
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: 2019-06-27

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 06/26/2019
Clay Level (Test 1): 5.5
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.6
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 71
Sand Equivalent (Test 2): 74
Sand Equivalent (Test 3): 68
Sand Equivalent: 71
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/27/2019 ✔