Summary for Test 2021-11-05-17-10

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214909
DEA: 120N8604
EFIS: 1214000123
DIST-CO-RTE-PM12-ORA-73-23.7/24.1
Award Date06/25/2020
Closeout DateNot set
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGE & RETAINING WALL; & PLACE HMA.
Location DescriptionORANGE COUNTY IN NEWPORT BEACH FROM 0.3 MILE NORTH OF BISON AVENUE TO 0.3 MILE SOUTH OF UNIVERSITY DRIVE
QA Service Level1 (Verified on 07/21/2020)

Sample Information

Sample Taken Date11/05/2021 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 testing11/10/2021
Sample typeVerification A brief description of the sample3/4" WMA-A-SP R25, 0.25% Evotherm
The quantity of what the sample constitutes2 Bags of Combined Aggregate, 2 Bags of RAP From where was the sample collectedManufacturer
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 identification0625A-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 or name of Pit)91-33-0035::EAGLE VALLEY QUARRY
The fabricator's/manufacturer's product name for the sample3/4 WMA-A-SP R25 The fabricator/manufacturer designation for the sample
The plant number36R2508SPWEO 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: 2021-11-05-17
DIME Test ID: 2021-11-05-17-10
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: 2021-11-23

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Friday Ofoegbu, David Padilla
Date of test: 11/16/2021
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: 98 %
Cumulative percent passing the 1/2 in. sieve: 84 %
Cumulative percent passing the 3/8 in. sieve: 72 %
Cumulative percent passing the #4 sieve: 50 %
Cumulative percent passing the #8 sieve: 32 %
Cumulative percent passing the #16 sieve: 22 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5.4 %
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation w/Correlation Factors Applied

Test was verified on 11/23/2021