Summary for Test 2021-03-19-3-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215150
DEA: 120P0304
EFIS: 1215000024
DIST-CO-RTE-PM12-ORA-74-11.5/16.6
Award Date11/13/2020
Closeout DateNot set
Work DescriptionPLACE HIGH FRICTION SURFACE TREATMENT, HMA & MIDWEST GUARDRAIL SYSTEM.
Location DescriptionORANGE COUNTY NEAR SAN JUAN CAPISTRANO FROM 1.0 MILE WEST OF SAN JUAN HOT SPRINGS ROAD TO ORANGE COUNTY LINE
QA Service Level1 (Verified on 12/10/2020)

Sample Information

Sample Taken Date03/19/2021 Sample Unique Key3
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 testing03/22/2021
Sample typeVerification A brief description of the sampleJMF 3/4" WMA-A-SP R25, 0.25% Evotherm
The quantity of what the sample constitutes3 Bags of Coldfeed Aggregate , 1 Bag of RAP From where was the sample collectedDistributor
First name of sampler or witnessed byRJ Noble Orange Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0167A-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRJ Noble Orange 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, name of Pit or Job Site)91-33-0014, 91-33-0039
The fabricator's/manufacturer's product name for the sample3/4 WMA-A-SP R25 The fabricator/manufacturer designation for the sample
The plant number36R2508SPWEC A detailed description of where the material sample was collectedBelt Cut at RJ Noble Orange 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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-03-19-3
DIME Test ID: 2021-03-19-3-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-04-09

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 03/30/2021
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: 98 %
Cumulative percent passing the 3/8 in. sieve: 94 %
Cumulative percent passing the #4 sieve: 66 %
Cumulative percent passing the #8 sieve: 46 %
Cumulative percent passing the #16 sieve: 35 %
Cumulative percent passing the #30 sieve: 26 %
Cumulative percent passing the #50 sieve: 18 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 8 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition

Test was verified on 4/9/2021