Summary for Test 2020-12-14-15-4

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214466
DEA: 081F1414
EFIS: 0815000231
DIST-CO-RTE-PM08-RIV-15-15-54.2/54.3
Award Date01/02/2020
Closeout Date05/26/2022
Work DescriptionSlab & lane replacement with JPCP & precast conc pavement, place HMA.
Location DescriptionRiverside and San Diego County
QA Service Level1 (Verified on 03/20/2020)

Sample Information

Sample Taken Date12/14/2020 Sample Unique Key15
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 testing12/15/2020
Sample typeDepartment Acceptance A brief description of the sample3/8" HMA-A-SP R15 0.5% LAS
The quantity of what the sample constitutes2 Bags Of Coldfeed Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byCalifornia Commercial Asphalt Lake Elsinore Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0698A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalifornia Commercial Asphalt - Lake Elsinore 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)91-33-0098, 91-33-0011
The fabricator's/manufacturer's product name for the sample3/8 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number53891193 A detailed description of where the material sample was collectedBelt Cut at California Commercial Asphalt Lake Elsinore Plant at 116 Tons
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-12-14-15
DIME Test ID: 2020-12-14-15-4
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: 2020-12-30

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: Dominic Montemayor/Satish Jain
Date of test: 12/17/2020
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 97 %
Cumulative percent passing the #4 sieve: 53 %
Cumulative percent passing the #8 sieve: 34 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 16 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 5.3 %
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation W/Correlation Factors Applied

Test was verified on 12/30/2020