Summary for Test 2023-05-26-58-5

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994093
DEA: 07342804
EFIS: 0717000331
DIST-CO-RTE-PM07-LA-14-R27.0/R28.1
Award Date09/21/2022
Closeout Date09/24/2024
Work DescriptionCONSTRUCT CATCHMENT WALL, ROCK SCALING AND CONCRETE BARRIER.
Location DescriptionLOS ANGELES COUNTY IN SANTA CLARITA FROM THE NEWHALL AVENUE UNDERCROSSING TO 0.1 MILE SOUTH OF PLACERITA CANYON ROAD UNDERCROSSING
QA Service Level1 (Verified on 09/20/2022)

Sample Information

Sample Taken Date05/26/2023 Sample Unique Key58
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 testing05/26/2023
Sample typeQuality Control A brief description of the sampleaggs
The quantity of what the sample constitutes1 per batch From where was the sample collectedFabricator
First name of sampler or witnessed byAnna Last name of sampler or witnessed byNunnally
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namenational RM 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)91-19-0046
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBelt cut
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-05-26-58
DIME Test ID: 2023-05-26-58-5
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-07-25

Test Results


What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Carlos Fuentes
Date of test: 06/01/2023
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 98 %
Cumulative percent passing the #8 sieve: 78 %
Cumulative percent passing the #16 sieve: 59 %
Cumulative percent passing the #30 sieve: 39 %
Cumulative percent passing the #50 sieve: 19 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 1.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/25/2023