Summary for Test 2024-02-13-14-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 995085
DEA: 07322904
EFIS: 0716000059
DIST-CO-RTE-PM07-LA-27-0.0/18.6
Award Date11/06/2023
Closeout DateNot set
Work DescriptionREMOVE EXISTING AC PAVEMENT & HMA OVERLAY.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM ROUTE 1 TO DEVONSHIRE STREET
QA Service Level1 (Verified on 09/11/2023)

Sample Information

Sample Taken Date02/13/2024 Sample Unique Key14
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 testing02/13/2024
Sample typeQuality Assurance A brief description of the sample1" X #4
The quantity of what the sample constitutesTrial Batch From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byHopkins
Title of samplerPlant Inspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSHORTLOAD CONCRETE INC Transportation Laboratory (TL) NumberC021324A
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0035: Eagle Valley
The fabricator's/manufacturer's product name for the sampleLCBRS Mix & RSC Mix The fabricator/manufacturer designation for the sample
The plant numberShortload Volumetric Calabasas A detailed description of where the material sample was collectedShortload Truck Bins
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design numberCTS-30-EHI & CTS-65-EHI Lot number1
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-02-13-14
DIME Test ID: 2024-02-13-14-1
Testing Lab: CT D07 - Plant Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-02-26

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
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: Measured
Tester's full name: Kevin Hopkins
Date of test: 02/13/2024
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
11612 grams
0.0 grams100 %
988.0 grams91 %
4512.0 grams61 %
10080.0 grams13 %
11194.0 grams4 %
11450.0 grams1 %
11464.0 grams1 %
11600.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/26/2024