Summary for Test 2020-07-07-5-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214774
DEA: 081F1324
EFIS: 0815000212
DIST-CO-RTE-PM08-SBD-95-64.5/80.5
Award Date05/04/2020
Closeout Date01/18/2022
Work DescriptionPLACE RHMA-G, COLD PLANE AC AND REPLACE AC SURFACING.
Location DescriptionSAN BERNARDINO COUNTY ON ROUTE 95 FROM 0.5 MILE NORTH OF GOFFS ROAD TO NEVADA STATE LINE.
QA Service Level1 (Verified on 08/25/2020)

Sample Information

Sample Taken Date07/07/2020 Sample Unique Key5
Date that the sample was received by the laboratory/organization performing the testing07/09/2020 Sample typeVerification
A brief description of the sampleJMF 3/4" HMA-A-SP 0.25% EVO The quantity of what the sample constitutes13 Bags Agg., 2 Bags WCF, 2 Bags CF
From where was the sample collectedManufacturer First name of sampler or witnessed byAustin
Last name of sampler or witnessed byBeeler Title of sampler
Telephone number of sampler Laboratory sample identification0414A-20
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan-Bullhead City Arizona
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)CM2056
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP The fabricator/manufacturer designation for the sampleUnknown
The plant number238111B A detailed description of where the material sample was collectedBelt Cut at Vulcan Bullead City Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-07-07-5
DIME Test ID: 2020-07-07-5-6
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: 2020-07-21

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Danilo Ferrer
Date of test: 07/20/2020
Clay Level (Test 1): 5.5
Sand Level (Test 1): 3.6
Clay Level (Test 2): 6.2
Sand Level (Test 2): 3.9
Clay Level (Test 3): 6.3
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 66
Sand Equivalent (Test 2): 63
Sand Equivalent (Test 3): 64
Sand Equivalent: 65
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/21/2020 ✔