Test 2019-06-19-9-10 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 214060
DEA: 073W9904
EFIS: 0717000162
DIST-CO-RTE-PM07-LA-27-0.0/10.8
Work DescriptionAPPLY SLURRY SEAL TO ROADWAY
Location DescriptionLOS ANGELES COUNTY NEAR LOS ANGELES FROM ROUTE 1 TO 0.1 MILE NORTH OF CEZANNE AVENUE
Sample Information
Sample Taken Date6/19/2019 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 testing6/24/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesJMF 12 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byMatthew Last name of sampler or witnessed byPherreigo
Title of samplerVulcan Sun Valley Technician Laboratory sample identification0369A-19
The fabricator/manufacturer/facility nameSheldon, Boulevard, Big Rock Creek 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)Sheldon, Boulevard, Big Rock Creek
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample220831 SVA 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: 2019-06-19-9
DIME Test ID: 2019-06-19-9-10
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: 2019-08-22
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: 07/01/2019
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:99 %
Cumulative percent passing the 1/2 in. sieve:90 %
Cumulative percent passing the 3/8 in. sieve:75 %
Cumulative percent passing the #4 sieve:50 %
Cumulative percent passing the #8 sieve:38 %
Cumulative percent passing the #16 sieve:31 %
Cumulative percent passing the #30 sieve:21 %
Cumulative percent passing the #50 sieve:14 %
Cumulative percent passing the #100 sieve:7 %
Cumulative percent passing the #200 sieve:4.5 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate/RAP Gradation w/Correlation Factors Applied

Test was verified on 08/22/2019