Summary for Test 2022-12-16-7-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 993116
DEA: 07320004
EFIS: 0716000029
DIST-CO-RTE-PM07-LA-14-R31.4/36.5
Award Date09/08/2021
Closeout Date11/01/2023
Work DescriptionINSTALL WIRED MESH DRAPERY SYSTEM AND SLOPE AND ROADSIDE PAVING.
Location DescriptionLOS ANGELES COUNTY IN SANTA CLARITA FROM CANYON PARK BOULEVARD UNDERCROSSING TO SPRING CANYON ROAD UNDERCROSSING
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date12/16/2022 Sample Unique Key7
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 testing12/16/2022
Sample typeQuality Assurance A brief description of the sample3/8" X #8
The quantity of what the sample constitutes80 CY 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 identificationKH101A Linked DIME Sample ID
The fabricator/manufacturer/facility nameNational RM Santa Clarita Transportation Laboratory (TL) NumberC121622B
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 numberNational RM Santa Clarita A detailed description of where the material sample was collectedConveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberS54001 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-12-16-7
DIME Test ID: 2022-12-16-7-1
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: 2022-12-22

Test Results


What size aggregate is being tested?: 0.375 in x No. 8 - 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: 12/16/2022
Cumulative Mass RetainedCumulative Percent Passing
1452 grams
2 grams100 %
143 grams90 %
1266 grams13 %
1425 grams2 %
1452 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/22/2022