Test 2020-01-24-17-9 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 210489
DEA: 080F6314
EFIS: 0813000220
DIST-CO-RTE-PM08-SBD-395-11.2/16.6
Work DescriptionThe scope of project is widening approximately 5 miles of US 395 from two lanes to four lanes, repave existing lanes, modify five signals, upgrade ADA access, add turn lanes, add sound walls, and extend bridge
Location DescriptionProject Limits are PM 11.2 from 16.6 and US 395.
Sample Information
Sample Taken Date1/24/2020 Sample Unique Key17
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 testing1/29/2020
Sample typeVerification A brief description of the sample1 HMA-A-SP R15
The quantity of what the sample constitutesJMF 16 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byBlue Diamond Victorville Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0119A-20
The fabricator/manufacturer/facility nameBlue Diamond-Victorville 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)91-36-0106
The fabricator's/manufacturer's product name for the sample1 HMA-A-SP R15 The fabricator/manufacturer designation for the sample300222-WM
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Blue Diamond Victorville Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2020-01-24-17
DIME Test ID: 2020-01-24-17-9
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: 2020-03-17
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: 02/04/2020
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:100 %
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:100 %
Cumulative percent passing the #4 sieve:83 %
Cumulative percent passing the #8 sieve:59 %
Cumulative percent passing the #16 sieve:45 %
Cumulative percent passing the #30 sieve:34 %
Cumulative percent passing the #50 sieve:24 %
Cumulative percent passing the #100 sieve:16 %
Cumulative percent passing the #200 sieve:10 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven

Test was verified on 03/17/2020