Test 2021-08-23-9-10 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 215756
DEA: 074W9304
EFIS: 0720000195
DIST-CO-RTE-PM07-LA-105-R0.0/R12.9
Work DescriptionAPPLY SLURRY SEAL TO ROADWAY.
Location DescriptionLOS ANGELES COUNTY IN EL SEGUNDO AND LYNWOOD FROM CALIFORNIA STREET TO ATLANTIC AVENUE UNDERCROSSING
Sample Information
Sample Taken Date8/23/2021 Sample Unique Key9
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 testing8/26/2021
Sample typeVerification A brief description of the samplePSUE 1/2" HMA-A-SP R15 0.5% LAS
The quantity of what the sample constitutes2 Bags Of Beltcut Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byCesar Last name of sampler or witnessed byGomez
Title of sampler Laboratory sample identification0503A-21
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
The fabricator's/manufacturer's product name for the sample1/2 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number 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 sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2021-08-23-9
DIME Test ID: 2021-08-23-9-10
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: 2021-09-03
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: Satish Jain/Edmond Jabbour
Date of test: 09/01/2021
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:100 %
Cumulative percent passing the 1/2 in. sieve:97 %
Cumulative percent passing the 3/8 in. sieve:90 %
Cumulative percent passing the #4 sieve:62 %
Cumulative percent passing the #8 sieve:45 %
Cumulative percent passing the #16 sieve:31 %
Cumulative percent passing the #30 sieve:21 %
Cumulative percent passing the #50 sieve:13 %
Cumulative percent passing the #100 sieve:8 %
Cumulative percent passing the #200 sieve:4.8 %
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation W/Correlation Factors Applied

Test was verified on 09/03/2021