Test 2020-07-20-2-13 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 214775
DEA: 081F13U4
EFIS: 0819000074
DIST-CO-RTE-PM08-SBD-62,95-122.0/142.7,9.7/33.6
Work DescriptionCOLD-IN PLACE RECYCLING AND PLACE RHMA-G.
Location DescriptionSAN BERNARDINO COUNTY ON ROUTE 62 FROM 3.8 MILES WEST OF ROUTE 95 TO ARIZONA STATE LINE AND ON ROUTE 95 FROM ROUTE 62 TO 2.0 MILES SOUTH OF TURTLE MOUNTAIN ROAD
Sample Information
Sample Taken Date7/20/2020 Sample Unique Key2
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 testing7/21/2020
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R25 0.50% LAS
The quantity of what the sample constitutes 12 Bags Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byLarry Mike Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0447A-20
The fabricator/manufacturer/facility nameGranite-Indio 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)91-33-0072
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number1535 A detailed description of where the material sample was collectedBelt Cut at Granite Indio Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2020-07-20-2
DIME Test ID: 2020-07-20-2-13
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: 2020-08-05
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: Larry Diaz, Satish Jain, Michael Magana
Date of test: 08/04/2020
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:97 %
Cumulative percent passing the 1/2 in. sieve:83 %
Cumulative percent passing the 3/8 in. sieve:75 %
Cumulative percent passing the #4 sieve:44 %
Cumulative percent passing the #8 sieve:25 %
Cumulative percent passing the #16 sieve:14 %
Cumulative percent passing the #30 sieve:10 %
Cumulative percent passing the #50 sieve:7 %
Cumulative percent passing the #100 sieve:4 %
Cumulative percent passing the #200 sieve:3.2 %
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation w/Correlation Factors Applied

Test was verified on 08/05/2020