Summary for Test 2019-12-13-1-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 213808
DEA: 080N6704
EFIS: 0800000536
DIST-CO-RTE-PM08-RIV-74-28.1/37.4
Award Date03/12/2019
Closeout Date04/28/2022
Work DescriptionCONSTRUCT RAISED MEDIAN AND LEFT TURN LANES.
Location DescriptionRIVERSIDE COUNTY NEAR HEMET FROM 0.6 MILE EAST OF ROUTE 215 TO 0.4 MILE WEST OF ACACIA AVENUE.
QA Service Level1 (Verified on 12/04/2019)

Sample Information

Sample Taken Date12/13/2019 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing12/16/2019 Sample typeVerification
A brief description of the sample3/4 HMA-A-SP R12 The quantity of what the sample constitutesPSUE 9 Bags
From where was the sample collectedManufacturer First name of sampler or witnessed byKevin
Last name of sampler or witnessed byOluoha Title of sampler
Telephone number of sampler Laboratory sample identification720A-19
Linked DIME Sample ID The fabricator/manufacturer/facility nameMatich-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: 2019-12-13-1
DIME Test ID: 2019-12-13-1-6
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: 2020-03-17

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 12/24/2019
Clay Level (Test 1): 5.4
Sand Level (Test 1): 4
Clay Level (Test 2): 5.7
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.5
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 69
Sand Equivalent (Test 3): 70
Sand Equivalent: 72
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/17/2020 ✔