Summary for Test 2019-09-20-7-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214032
DEA: 09378604
EFIS: 0918000080
DIST-CO-RTE-PM09-KER-58-R128.9/R135.1
Award Date05/13/2019
Closeout Date12/02/2019
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE HMA.
Location DescriptionKERN COUNTY NEAR BORON FROM 1.3 MILES EAST OF CALIFORNIA CITY BOULEVARD TO 1.3 MILES WEST OF TWENTY MULE TEAM OVERCROSSING
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date09/20/2019 Sample Unique Key7
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 testing09/24/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R25
The quantity of what the sample constitutes10k Milestone 15 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byTim Last name of sampler or witnessed byReyes
Title of sampler Telephone number of sampler
Laboratory sample identification0560A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Little Rock 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)91-19-0008::LITTLEROCK
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R25 The fabricator/manufacturer designation for the sample1468
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Granite Little Rock 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: 2019-09-20-7
DIME Test ID: 2019-09-20-7-6
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: 2019-10-07

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Danilo Ferrer
Date of test: 09/25/2019
Clay Level (Test 1): 4
Sand Level (Test 1): 3.6
Clay Level (Test 2): 4.1
Sand Level (Test 2): 3.6
Clay Level (Test 3): 4.1
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 90
Sand Equivalent (Test 2): 88
Sand Equivalent (Test 3): 88
Sand Equivalent: 89
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/7/2019