Summary for Test 2019-07-08-12-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214343
DEA: 081K5204
EFIS: 0819000058
DIST-CO-RTE-PM08-RIV-243,243-0/28,47/70, 0.0/28 & 47/70
Award Date02/15/2019
Closeout Date06/30/2021
Work DescriptionRoadway Washout- Repair storm damage including roadway washout and and damaged pavemetn, embankment, guardrail,m and culverts
Location DescriptionNear Banning and on Route 74 near Hermet
QA Service Level1 (Verified on 06/24/2021)

Sample Information

Sample Taken Date07/08/2019 Sample Unique Key12
Date that the sample was received by the laboratory/organization performing the testing07/10/2019 Sample typeVerification
A brief description of the sample3/4 HMA-A-SP R12 The quantity of what the sample constitutesJMF 9 bags
From where was the sample collectedManufacturer First name of sampler or witnessed byMatich Cabazon
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0409A-19
Linked DIME Sample ID The fabricator/manufacturer/facility nameRobertsons Cabazon
Transportation Laboratory (TL) Number 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)91-33-0008::CABAZON QUARRY
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R12 The fabricator/manufacturer designation for the sampleCHP-62D
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Matich Cabazon 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: 2019-07-08-12
DIME Test ID: 2019-07-08-12-6
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: 2019-08-22

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 07/12/2019
Clay Level (Test 1): 6.1
Sand Level (Test 1): 3.7
Clay Level (Test 2): 6.2
Sand Level (Test 2): 3.9
Clay Level (Test 3): 6.1
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 61
Sand Equivalent (Test 2): 63
Sand Equivalent (Test 3): 63
Sand Equivalent: 63
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/22/2019 ✔