Test 2019-06-06-10-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 210569
DEA: 083555V4
EFIS: 0814000086
DIST-CO-RTE-PM08-SBD-15-42.5/46.0
Work DescriptionWIDEN I-15, RECONSTRUCT 3 IC'S, CONSTRUCT 2 NEW BR AND WIDEN 3 BR.
Location DescriptionSAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.5 MILE NORTH OF MOJAVE DRIVE TO 1.5 MILE NORTH OF STODDARD WELLS ROAD OVERCROSSING
Sample Information
Sample Taken Date6/6/2019 Sample Unique Key10
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 testing6/10/2019
Sample typeVerification A brief description of the sample1 HMA-A-SP R15
The quantity of what the sample constitutesPSE 4 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byEkene Last name of sampler or witnessed byEzeoke
Title of sampler Laboratory sample identification0335A-19
The fabricator/manufacturer/facility nameBlue Diamond Oro Grande, Cemex White Mountain 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 or name of Pit)Blue Diamond Oro Grande, Cemex White Mountain
The fabricator's/manufacturer's product name for the sample1 HMA-A-SP R15 The fabricator/manufacturer designation for the sample300222-WM
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-06-06-10
DIME Test ID: 2019-06-06-10-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-07-03
Test Results

What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Input Type: Calculated
Tester's full name: Husni Ankir, Larry Diaz
Date of test: 06/17/2019
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:100 %
Cumulative percent passing the 3/4 in. sieve:88 %
Cumulative percent passing the 1/2 in. sieve:68 %
Cumulative percent passing the 3/8 in. sieve:62 %
Cumulative percent passing the 1/4 in. sieve:52 %
Cumulative percent passing the #4 sieve:48 %
Cumulative percent passing the #8 sieve:39 %
Cumulative percent passing the #16 sieve:29 %
Cumulative percent passing the #30 sieve:18 %
Cumulative percent passing the #50 sieve:9 %
Cumulative percent passing the #100 sieve:3 %
Cumulative percent passing the #200 sieve:1.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/03/2019