Summary for Test 2019-05-29-6-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 213693
DEA: 080A0204
EFIS: 0800000011
COOP: 081617
DIST-CO-RTE-PM08---
Award DateNot set
Closeout Date08/17/2021
Work DescriptionNot set
Location DescriptionNot set
QA Service Level2 (Verified on 07/29/2021)

Sample Information

Sample Taken Date05/29/2019 Sample Unique Key6
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 testing05/30/2019
Sample typeVerification A brief description of the sample3/8 HMA-A-SP R15
The quantity of what the sample constitutesJMF 7 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt Corona Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0310A-19 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::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample3/8 HMA-A-SP R15 The fabricator/manufacturer designation for the sample106926
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-05-29-6
DIME Test ID: 2019-05-29-6-9
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: 2019-07-03

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: Satish Jain
Date of test: 06/05/2019
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 74 %
Cumulative percent passing the #8 sieve: 52 %
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 Oven

Test was verified on 7/3/2019