Test 2019-06-07-11-10 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 213650
DEA: 081E8504
EFIS: 0814000114
DIST-CO-RTE-PM08-SBD-142-0.0/5.8
Work DescriptionCOLD PLANE/OVERLAY, HMA DIKES, INSTALL MGS AND DRAINAGE FACILITIES
Location DescriptionSAN BERNARDINO COUNTY IN AND NEAR CHINO HILLS FROM ORANGE COUNTY LINE TO ROUTE 142/71 SEPARATION.
Sample Information
Sample Taken Date6/7/2019 Sample Unique Key11
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 testing6/11/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesPSE 8 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt Corona Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0338A-19
The fabricator/manufacturer/facility nameAll American Asphalt Corona 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)91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sample105927
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: 2019-06-07-11
DIME Test ID: 2019-06-07-11-10
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: 2019-07-03
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
Date of test: 06/12/2019
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:96 %
Cumulative percent passing the 1/2 in. sieve:80 %
Cumulative percent passing the 3/8 in. sieve:63 %
Cumulative percent passing the #4 sieve:41 %
Cumulative percent passing the #8 sieve:29 %
Cumulative percent passing the #16 sieve:19 %
Cumulative percent passing the #30 sieve:13 %
Cumulative percent passing the #50 sieve:8 %
Cumulative percent passing the #100 sieve:5 %
Cumulative percent passing the #200 sieve:2.9 %
General comments (publicly viewable) (Max 1000 characters): Virgin Aggregate/RAP Gradation w/Correlation Factors Applied

Test was verified on 07/03/2019