Test 2020-01-06-26-10 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 212909
DEA: 07300804
EFIS: 0713000489
DIST-CO-RTE-PM07-LA-101-S0.0/1.9
Work DescriptionREPLACE CONCRETE PAVEMENT AND CONSTRUCT ADA CURB RAMPS.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 5/101 SEPARATION TO 0.1 MILE NORTH OF BEAUDRY AVENUE UNDERCROSSING
Sample Information
Sample Taken Date1/6/2020 Sample Unique Key26
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 testing1/8/2020
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesPSUE 5 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byMichael Last name of sampler or witnessed byBrool
Title of sampler Laboratory sample identification0103A-19
The fabricator/manufacturer/facility nameVulcan Materials - 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 sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample220831A IRW LTR
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 Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2020-01-06-26
DIME Test ID: 2020-01-06-26-10
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-03-17
Test Results

What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 01/09/2020
Cumulative percent passing the 3 in. sieve:100 %
Cumulative percent passing the 2 1/2 in. sieve:100 %
Cumulative percent passing the 2 in. sieve:100 %
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:98 %
Cumulative percent passing the 1/2 in. sieve:82 %
Cumulative percent passing the 3/8 in. sieve:72 %
Cumulative percent passing the #4 sieve:50 %
Cumulative percent passing the #8 sieve:34 %
Cumulative percent passing the #16 sieve:23 %
Cumulative percent passing the #30 sieve:16 %
Cumulative percent passing the #50 sieve:10 %
Cumulative percent passing the #100 sieve:6 %
Cumulative percent passing the #200 sieve:4.4 %
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate w/Correlation Factors Applied

Test was verified on 03/17/2020