Summary for Test 2019-11-25-37-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 213638
DEA: 081E4604
EFIS: 0814000026
DIST-CO-RTE-PM08-RIV-74-37.7/44.7
Award Date12/07/2018
Closeout Date03/23/2021
Work DescriptionCONSTRUCT RAISED MEDIAN CURBS AND LEFT TURNS, AND WIDEN SHOULDERS.
Location DescriptionRIVERSIDE COUNTY IN AND NEAR HEMET FROM 0.1 MILE WEST OF WEST ACACIA AVENUE TO RAMONA EXPRESSWAY
QA Service Level1 (Verified on 02/08/2019)

Sample Information

Sample Taken Date11/25/2019 Sample Unique Key37
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 testing11/27/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesPSUE 4 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 identification0707-19 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)91-33-0027, 91-33-0073
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample224112 CORD MPC
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: 2019-11-25-37
DIME Test ID: 2019-11-25-37-6
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: 2020-05-07

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 12/10/2019
Clay Level (Test 1): 5.7
Sand Level (Test 1): 3.7
Clay Level (Test 2): 6
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.7
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 65
Sand Equivalent (Test 2): 65
Sand Equivalent (Test 3): 64
Sand Equivalent: 65
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/7/2020