Test 2019-07-20-2-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 209141
DEA: 07215954
EFIS: 0700001835
DIST-CO-RTE-PM07-LA-5-0.0/7.6
Work DescriptionWIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES
Location DescriptionLOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605
Sample Information
Sample Taken Date7/20/2019 Sample Unique Key2
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 testing7/23/2019
Sample typeVerification A brief description of the sample1/2 RHMA-G-SP
The quantity of what the sample constitutesJMF 4 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Irwindale Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0434G-19
The fabricator/manufacturer/facility nameFish Canyon - Irwindale 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)91-19-0035::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample326120A IRW VAL
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Vulcan Irwindale Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-07-20-2
DIME Test ID: 2019-07-20-2-1
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: 2019-08-07
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: Sebastian Ferrer, Satish Jain
Date of test: 08/26/2019
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:100 %
Cumulative percent passing the 1/2 in. sieve:95 %
Cumulative percent passing the 3/8 in. sieve:86 %
Cumulative percent passing the 1/4 in. sieve:58 %
Cumulative percent passing the #4 sieve:41 %
Cumulative percent passing the #8 sieve:23 %
Cumulative percent passing the #16 sieve:14 %
Cumulative percent passing the #30 sieve:10 %
Cumulative percent passing the #50 sieve:7 %
Cumulative percent passing the #100 sieve:5 %
Cumulative percent passing the #200 sieve:3.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/07/2019