Summary for Test 2022-06-13-23-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 213707
DEA: 081C38U4
EFIS: 0817000196
DIST-CO-RTE-PM08-RIV-10-6.7/R25.1
Award Date11/26/2019
Closeout Date11/01/2023
Work DescriptionRemove concrete pavement and base, and place HMA and JPCP
Location DescriptionROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
QA Service Level1 (Verified on 01/09/2020)

Sample Information

Sample Taken Date06/13/2022 Sample Unique Key23
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 testing06/15/2022
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R24 0.5% LAS
The quantity of what the sample constitutes8 Bags Of Bin Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byZacariah Last name of sampler or witnessed byRoush
Title of sampler Telephone number of sampler
Laboratory sample identification0367A-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalifornia Commercial Asphalt - Coachella 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)91-33-0084
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number43417615 A detailed description of where the material sample was collectedBelt Cut at California Commercial Asphalt Coachella
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: 2022-06-13-23
DIME Test ID: 2022-06-13-23-9
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: 2022-07-28

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: 06/18/2022
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: 97 %
Cumulative percent passing the #4 sieve: 65 %
Cumulative percent passing the #8 sieve: 45 %
Cumulative percent passing the #16 sieve: 33 %
Cumulative percent passing the #30 sieve: 25 %
Cumulative percent passing the #50 sieve: 18 %
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 7/28/2022