Summary for Test 2019-08-15-6-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 213746
DEA: 080Q75U4
EFIS: 0817000114
DIST-CO-RTE-PM08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Award Date04/18/2019
Closeout Date06/28/2022
Work DescriptionREPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location DescriptionNot set
QA Service Level1 (Verified on 06/17/2019)

Sample Information

Sample Taken Date08/15/2019 Sample Unique Key6
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 testing08/16/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesPSE 6 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Corona Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0489A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Corona, Pacific Clay Products 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)Vulcan Corona, Pacific Clay Products
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample224112 CORD SJR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Vulcan Corona Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-08-15-6
DIME Test ID: 2019-08-15-6-6
Testing Lab: CT D08 - Fontana Southern 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: 2019-08-26

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 08/19/2019
Clay Level (Test 1): 6
Sand Level (Test 1): 4.2
Clay Level (Test 2): 5.2
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.5
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 70
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 70
Sand Equivalent: 71
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/26/2019