Summary for Test 2020-10-29-12-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 213603
DEA: 07301504
EFIS: 0714000020
DIST-CO-RTE-PM07-LA-1,10-R34.6/35.2,R2.1/18.4
Award Date11/19/2018
Closeout Date01/18/2022
Work DescriptionREPLACING CONCRETE AND AC PAVEMENT
Location DescriptionLOS ANGELES COUNTY IN SANTA MONICA AND LOS ANGELES ON ROUTE 1 FROM 0.1 MILE WEST OF MAIN STREET OVERCROSSING TO ROUTE 1/10 SEPARATION AND ON ROUTE 10 FROM ROUTE 1/10 SEPARATION TO ROUTE 5/10 SEPARATION AND AT ROUTE 10/110 SEPARATION
QA Service Level1 (Verified on 07/26/2019)

Sample Information

Sample Taken Date10/29/2020 Sample Unique Key12
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 testing11/06/2020
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 Coldfeed Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Irwindale Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0661A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials-Irwindale 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)91-19-0035::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number220813A IRW LTR A detailed description of where the material sample was collectedBelt Cut at Vulcan Irwindale 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: 2020-10-29-12
DIME Test ID: 2020-10-29-12-9
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: 2020-11-17

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: 11/11/2020
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: 98 %
Cumulative percent passing the #4 sieve: 78 %
Cumulative percent passing the #8 sieve: 59 %
Cumulative percent passing the #16 sieve: 46 %
Cumulative percent passing the #30 sieve: 35 %
Cumulative percent passing the #50 sieve: 24 %
Cumulative percent passing the #100 sieve: 16 %
Cumulative percent passing the #200 sieve: 11 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition

Test was verified on 11/17/2020