Summary for Test 2020-08-11-11-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214810
DEA: 081H9004
EFIS: 0817000164
DIST-CO-RTE-PM08-SBD-62,95-Var
Award Date05/08/2020
Closeout Date08/31/2021
Work DescriptionCHIP SEAL, REPLACE ASPHALT CONCRETE SURFACING, AND CRACK TREATMENT.
Location DescriptionSAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date08/11/2020 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 testing08/18/2020
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R15 0.5% LAS
The quantity of what the sample constitutes4 Bags Of Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byCalifornia Commercial Asphalt Coachella Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0506A-20 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 sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number43417333 A detailed description of where the material sample was collectedBelt Cut at California Commercial Asphalt Coachella 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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-08-11-11
DIME Test ID: 2020-08-11-11-9
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: 2020-08-28

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: 08/21/2020
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: 99 %
Cumulative percent passing the #4 sieve: 81 %
Cumulative percent passing the #8 sieve: 65 %
Cumulative percent passing the #16 sieve: 51 %
Cumulative percent passing the #30 sieve: 37 %
Cumulative percent passing the #50 sieve: 25 %
Cumulative percent passing the #100 sieve: 16 %
Cumulative percent passing the #200 sieve: 10 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition

Test was verified on 8/28/2020