Test 2021-04-19-27-9 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 214885
DEA: 080K1234
EFIS: 0815000242
DIST-CO-RTE-PM08-SBD-15-64.6/75.3
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE RHMA-G.
Location DescriptionSAN BERNARDINO COUNTY FROM 1.2 MILES SOUTH OF SIDEWINDER ROAD OVERCROSSING TO MOJAVE RIVER BRIDGE
Sample Information
Sample Taken Date4/19/2021 Sample Unique Key27
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 testing5/3/2021
Sample typeVerification A brief description of the sampleJMF 3/4" RHMA-G-SP, 10% RAP, 1.0% LSM
The quantity of what the sample constitutes11 Bags of Agg., 2Bags of Coldfeed, 2 Bags of RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byBlue Diamond Materials Victorville Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0250G-10R-21
The fabricator/manufacturer/facility nameBlue Diamond Materials 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)91-36-0040, 91-36-0106
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP R10 The fabricator/manufacturer designation for the sample
The plant number300072 LSM LC 10 RAP 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 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: 2021-04-19-27
DIME Test ID: 2021-04-19-27-9
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: 2021-05-17
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: Edmond Jabbour
Date of test: 05/12/2021
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:88 %
Cumulative percent passing the #4 sieve:32 %
Cumulative percent passing the #8 sieve:23 %
Cumulative percent passing the #16 sieve:18 %
Cumulative percent passing the #30 sieve:14 %
Cumulative percent passing the #50 sieve:11 %
Cumulative percent passing the #100 sieve:8 %
Cumulative percent passing the #200 sieve:5 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition

Test was verified on 05/17/2021