Test 2020-07-02-14-10 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 214849
DEA: 081J9404
EFIS: 0818000139
DIST-CO-RTE-PM08-SBD-18,247-68.5/87.9,46.0/49.0
Work DescriptionREPLACE ASPHALT CONCRETE SURFACING AND STRIPING.
Location DescriptionSAN BERNARDINO COUNTY ON ROUTE 18 FROM 1.4 MILES NORTH OF CAMP ROCK ROAD TO CENTRAL ROAD AND ON ROUTE 247 FROM 0.1 MILE SOUTH OF RABBIT SPRINGS ROAD TO 2.1 MILES SOUTH OF NORTHSIDE ROAD
Sample Information
Sample Taken Date7/2/2020 Sample Unique Key14
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 testing7/9/2020
Sample typeVerification A brief description of the sampleJMF 3/4" HMA-A-SP R15 0.75%LAS
The quantity of what the sample constitutes8 Bags Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Oro Grande Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0413A-20
The fabricator/manufacturer/facility nameVulcan- Oro Grande 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)91-36-0022
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sampleUnknown
The plant number220991 ORO SJR A detailed description of where the material sample was collectedBelt Cut at Vulcan Oro Grande 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: 2020-07-02-14
DIME Test ID: 2020-07-02-14-10
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: 2020-07-22
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: Satish Jain, Sebastian Ferrer
Date of test: 07/21/2020
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:97 %
Cumulative percent passing the 1/2 in. sieve:85 %
Cumulative percent passing the 3/8 in. sieve:73 %
Cumulative percent passing the #4 sieve:47 %
Cumulative percent passing the #8 sieve:36 %
Cumulative percent passing the #16 sieve:25 %
Cumulative percent passing the #30 sieve:16 %
Cumulative percent passing the #50 sieve:9 %
Cumulative percent passing the #100 sieve:5 %
Cumulative percent passing the #200 sieve:3 %
General comments (publicly viewable) (Max 1000 characters): Combined Aggregate/RAP Gradation w/Correlation Factors Applied

Test was verified on 07/22/2020