Test 2021-09-16-31-9 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 215587
DEA: 081L6804
EFIS: 0820000138
DIST-CO-RTE-PM08-RIV-91,15-7.5/13.4,8.2/23.9
Work DescriptionSLAB REPLACEMENT, PLACE SLURRY SEAL AND REPLACE AC SURFACING.
Location DescriptionRIVERSIDE COUNTY IN AND NEAR CORONA AND MURRIETA ON ROUTE 91 FROM ROUTE 15/91 SEPARATION TO 0.4 MILE EAST OF TYLER STREET AND ON ROUTE 15 FROM 1.5 MILES NORTH OF WINCHESTER ROAD TO NICHOLS ROAD
Sample Information
Sample Taken Date9/16/2021 Sample Unique Key31
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 testing9/28/2021
Sample typeVerification A brief description of the sampleJMF 3/4" WMA-A-SP R15 0.4% EVO
The quantity of what the sample constitutes4 Bags Combined Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byRMA Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0554A-21
The fabricator/manufacturer/facility nameAll American Asphalt Corona 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)91-33-0005
The fabricator's/manufacturer's product name for the sample3/4 WMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number103793 A detailed description of where the material sample was collectedBelt Cut at All American Asphalt Corona 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: 2021-09-16-31
DIME Test ID: 2021-09-16-31-9
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: 2021-10-06
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: 10/05/2021
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:97 %
Cumulative percent passing the 3/8 in. sieve:92 %
Cumulative percent passing the #4 sieve:71 %
Cumulative percent passing the #8 sieve:53 %
Cumulative percent passing the #16 sieve:39 %
Cumulative percent passing the #30 sieve:28 %
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 10/06/2021