Summary for Test 2020-08-08-2-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award DateNot set
Closeout DateNot set
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date08/08/2020 Sample Unique Key2
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 testing08/11/2020
Sample typeVerification A brief description of the sampleJMF 3/4" HMA-A-SP R15 0.50% LAS
The quantity of what the sample constitutes10 Bags Of Agg., 1 Bag Of Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byJay Last name of sampler or witnessed byOlsen
Title of sampler Telephone number of sampler
Laboratory sample identification0490A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials-Sun Valley 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 or name of Pit)91-19-0035::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number220831 SVA LTR A detailed description of where the material sample was collectedBelt Cut at Vulcan Sun Valley 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 JMF Verification ID

Test Details

DIME Sample ID: 2020-08-08-2
DIME Test ID: 2020-08-08-2-9
Testing Lab: CT - 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
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 08/19/2020
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:44 %
Cumulative percent passing the #30 sieve:32 %
Cumulative percent passing the #50 sieve:22 %
Cumulative percent passing the #100 sieve:15 %
Cumulative percent passing the #200 sieve:11 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition

Test was verified on 8/28/2020