Test 2020-10-17-1-9 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 214936
DEA: 074W7204
DIST-CO-RTE-PM07-LA-2-R18.8/R23.4
Work DescriptionAPPLY SLURRY SEAL TO ROADWAY AND REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES AND LA CANADA FLINTRIDGE FROM ROUTE 134/2 SEPARATION TO FOOTHILL BOULEVARD
Sample Information
Sample Taken Date10/17/2020 Sample Unique Key1
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 testing10/19/2020
Sample typeVerification A brief description of the samplePSUE 3/4" WMA-A-SP R25 Aggregate and RAP
The quantity of what the sample constitutes2 Bags od Coldfeed, 1 Bag of RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byRobert Last name of sampler or witnessed byRJ Noble QC
Title of sampler Laboratory sample identification0619A-20
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
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 JMF Verification ID
Test Details
DIME Sample ID: 2020-10-17-1
DIME Test ID: 2020-10-17-1-9
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: 2020-10-26
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: 10/21/2020
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:96 %
Cumulative percent passing the 3/8 in. sieve:91 %
Cumulative percent passing the #4 sieve:68 %
Cumulative percent passing the #8 sieve:51 %
Cumulative percent passing the #16 sieve:39 %
Cumulative percent passing the #30 sieve:29 %
Cumulative percent passing the #50 sieve:19 %
Cumulative percent passing the #100 sieve:13 %
Cumulative percent passing the #200 sieve:9 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition

Test was verified on 10/26/2020