Test 2019-05-03-7-9 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 213738
DEA: 07303504
EFIS: 0714000007
DIST-CO-RTE-PM07-VEN-23-0.0/R3.3
Work DescriptionCOLD PLANE & OVERLAY ASPHALT CONCRETE PAVEMENT AND UPGRADE CURB RAMPS.
Location DescriptionVENTURA COUNTY IN THOUSAND OAKS FROM CARLISLE ROAD TO ROUTE 101
Sample Information
Sample Taken Date5/3/2019 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 testing5/7/2019
Sample typeVerification A brief description of the sample3/8 WMA-A-SP
The quantity of what the sample constitutesJMF 8 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Materials Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0268A-19
The fabricator/manufacturer/facility nameSheldon, Boulevard, Big Rock Creek 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 sample3/8 WMA-A-SP The fabricator/manufacturer designation for the sampleUnknown
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: 2019-05-03-7
DIME Test ID: 2019-05-03-7-9
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: 2019-06-06
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: Satish Jain
Date of test: 05/11/2019
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:72 %
Cumulative percent passing the #8 sieve:54 %
Cumulative percent passing the #16 sieve:42 %
Cumulative percent passing the #30 sieve:32 %
Cumulative percent passing the #50 sieve:22 %
Cumulative percent passing the #100 sieve:15 %
Cumulative percent passing the #200 sieve:10 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven

Test was verified on 05/30/2019