Test 2020-06-30-7-10 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-0.0/13.2
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
Sample Information
Sample Taken Date6/30/2020 Sample Unique Key7
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 testing6/30/2020
Sample typeVerification A brief description of the sample3/4" HMA-A-SP-R15 0.50% LAS
The quantity of what the sample constitutesPSUE 2 Bags Agg. 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Corona Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0398A-20
The fabricator/manufacturer/facility nameVulcan-Corona Drum 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)91-33-0027
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sampleUnknown
The plant number224112 CORD SJR A detailed description of where the material sample was collectedBelt Cut at Vulcan Corona 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: 2020-06-30-7
DIME Test ID: 2020-06-30-7-10
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: 2020-07-07
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, Sebastian Ferrer
Date of test: 07/06/2020
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:87 %
Cumulative percent passing the 3/8 in. sieve:78 %
Cumulative percent passing the #4 sieve:55 %
Cumulative percent passing the #8 sieve:40 %
Cumulative percent passing the #16 sieve:28 %
Cumulative percent passing the #30 sieve:18 %
Cumulative percent passing the #50 sieve:11 %
Cumulative percent passing the #100 sieve:7 %
Cumulative percent passing the #200 sieve:5 %
General comments (publicly viewable) (Max 1000 characters): Combined Aggregate Gradation W/Rap Gradation Correlation Factors Applied

Test was verified on 07/07/2020