Summary for Test 2023-06-24-11-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994967
DEA: 081P2304
DIST-CO-RTE-PM08---
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 08/15/2023)

Sample Information

Sample Taken Date06/24/2023 Sample Unique Key11
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 testing08/26/2023
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R15 No LAS
The quantity of what the sample constitutes2 Bags Of Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byMaryanna Last name of sampler or witnessed byMaryanna
Title of samplerLandaverde Telephone number of sampler
Laboratory sample identification0332A-23 Linked DIME Sample ID
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, name of Pit or Job Site)91-33-0005
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBelt Cut at All American Corona Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number105793 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-06-24-11
DIME Test ID: 2023-06-24-11-9
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: 2023-09-19

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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 06/30/2023
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: 88 %
Cumulative percent passing the #4 sieve: 59 %
Cumulative percent passing the #8 sieve: 39 %
Cumulative percent passing the #16 sieve: 28 %
Cumulative percent passing the #30 sieve: 20 %
Cumulative percent passing the #50 sieve: 15 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 7 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition

Test was verified on 9/19/2023