Test 2019-06-10-6-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 213637
DEA: 07303304
EFIS: 0714000008
DIST-CO-RTE-PM07-VEN-1-0.0/4.4
Work DescriptionCOLD PLANE AND RHMA OVERLAY, GUARDRAIL, AND ROADSIDE SIGNS
Location DescriptionVENTURA COUNTY FROM LOS ANGELES/VENTURA COUNTY LINE TO SYCAMORE CANYON ROAD
Sample Information
Sample Taken Date6/10/2019 Sample Unique Key6
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 testing6/12/2019
Sample typeVerification A brief description of the sample3/4 RHMA-G-SP
The quantity of what the sample constitutesPSE 4 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Saticoy Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0343G-19
The fabricator/manufacturer/facility nameVulcan Palmdale Quarry 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)91-19-0020::PALMDALE
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sample226108 SAT - LTR
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 Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-06-10-6
DIME Test ID: 2019-06-10-6-1
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: Larry Diaz
Date of test: 06/13/2019
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:99 %
Cumulative percent passing the 1/2 in. sieve:83 %
Cumulative percent passing the 3/8 in. sieve:65 %
Cumulative percent passing the 1/4 in. sieve:41 %
Cumulative percent passing the #4 sieve:30 %
Cumulative percent passing the #8 sieve:19 %
Cumulative percent passing the #16 sieve:14 %
Cumulative percent passing the #30 sieve:11 %
Cumulative percent passing the #50 sieve:8 %
Cumulative percent passing the #100 sieve:5 %
Cumulative percent passing the #200 sieve:3.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/03/2019