Test 2019-04-15-7-10 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 213651
DEA: 08388524
EFIS: 0812000124
DIST-CO-RTE-PM08-SBD-330-32.3/32.6,33.4/33.8
Work DescriptionREPLACE BRIDGE RAILS AND APPROACH RAILS.
Location DescriptionSAN BERNARDINO COUNTY FROM 0.2 MILE SOUTH TO 0.1 MILE NORTH OF CITY CREEK BRIDGE AND FROM 0.3 MILE SOUTH TO 0.1 MILE NORTH OF EAST CITY CREEK BRIDGE
Sample Information
Sample Taken Date4/15/2019 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 testing4/18/2019
Sample typeVerification A brief description of the sample3/8 HMA-A-SP
The quantity of what the sample constitutesJMF 6 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0239A-19
The fabricator/manufacturer/facility nameVulcan Materials - Corona Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-33-0027::CORONA QUARRY
The fabricator's/manufacturer's product name for the sample3/8 HMA-A-SP The fabricator/manufacturer designation for the sample42103
The plant numberUnknown A detailed description of where the material sample was collectedManufacturer
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-04-15-7
DIME Test ID: 2019-04-15-7-10
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: 2019-05-04
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: Edmond Jabbour
Date of test: 04/25/2019
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:100 %
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:96 %
Cumulative percent passing the #4 sieve:65 %
Cumulative percent passing the #8 sieve:47 %
Cumulative percent passing the #16 sieve:33 %
Cumulative percent passing the #30 sieve:21 %
Cumulative percent passing the #50 sieve:12 %
Cumulative percent passing the #100 sieve:7 %
Cumulative percent passing the #200 sieve:4.6 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin/RAP Gradation w/Correlation Factor Applied

Test was verified on 04/27/2019