Summary for Test 2019-08-08-27-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214131
DEA: 080N69U4
EFIS: 0812000307
COOP: 081635
DIST-CO-RTE-PM08-RIV-60-22.1/22.6
Award Date05/01/2019
Closeout DateNot set
Work DescriptionImproving Operation efficiency and traffic flow in the SR-60 Truck Corridor in Moreno Valley. Widening inside and outside shoulders in 6 stages.
Location DescriptionR-60 Truck Climbing Lane . Construction of new east and west bound truck lanes from Gilman Springs road to 1.37 miles west if Jack Rabbit trail. Existing shoulders will be widened to standard 10 ft inside and 12 ft outside respectively.
QA Service Level2 (Verified on 04/30/2019)

Sample Information

Sample Taken Date08/08/2019 Sample Unique Key27
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 testing08/19/2019
Sample typeVerification A brief description of the sample3/8 HMA-A-SP R15
The quantity of what the sample constitutesJMF 8 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt Perris Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0492A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt Corona 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)91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample3/8 HMA-A-SP R15 The fabricator/manufacturer designation for the sample109826
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at All American Perris Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-08-08-27
DIME Test ID: 2019-08-08-27-6
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: 2019-09-05

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 08/28/2019
Clay Level (Test 1): 5.1
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.2
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.1
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 77
Sand Equivalent (Test 2): 75
Sand Equivalent (Test 3): 75
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/5/2019