Test 2020-04-13-3-9 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 213636
DEA: 07275104
EFIS: 0700000519
DIST-CO-RTE-PM07-LA-1-38.3/38.7
Work DescriptionWIDEN LANES AND SHOULDERS, AND UPGRADE GUARD RAILS.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM 0.2 MILE NORTH OF TEMESCAL CANYON ROAD TO BAY CLUB DRIVE
Sample Information
Sample Taken Date4/13/2020 Sample Unique Key3
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 testing4/16/2020
Sample typeVerification A brief description of the sample3/4 WMA-A-SP R15 Aggregates and RAP
The quantity of what the sample constitutesPSUE 12 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Sun Valley Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0193A-20
The fabricator/manufacturer/facility nameVulcan Sun Valley 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)91-19-0017, 91-19-0019, 91-19-0021
The fabricator's/manufacturer's product name for the sample3/4 WMA-A-SP R15 The fabricator/manufacturer designation for the sampleUnknown
The plant number220826 SVA SJR A detailed description of where the material sample was collectedBelt Cut at Vulcan Sun Valley Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2020-04-13-3
DIME Test ID: 2020-04-13-3-9
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: 2020-05-06
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: 04/22/2020
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:100 %
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:100 %
Cumulative percent passing the #4 sieve:82 %
Cumulative percent passing the #8 sieve:62 %
Cumulative percent passing the #16 sieve:48 %
Cumulative percent passing the #30 sieve:36 %
Cumulative percent passing the #50 sieve:24 %
Cumulative percent passing the #100 sieve:16 %
Cumulative percent passing the #200 sieve:10.6 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven

Test was verified on 05/06/2020