Summary for Test 2023-03-03-6-1

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 Date03/03/2023 Sample Unique Key6
Date that the sample was received by the laboratory/organization performing the testing03/03/2023 Sample typeDepartment Acceptance
A brief description of the sample3/8" X #8 The quantity of what the sample constitutes180 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 identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameNational Ready Mix Santa Clarita
Transportation Laboratory (TL) NumberC030323B 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)91-19-0046
The fabricator's/manufacturer's product name for the sampleLCB The fabricator/manufacturer designation for the sample
The plant numberNational Ready Mix 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 numberS30C396L0A Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-03-03-6
DIME Test ID: 2023-03-03-6-1
Testing Lab: CT D07 - Plant Services, Unit 1841
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-03-08

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: 03/03/2023
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
1192 grams
0.0 grams100 %
18.0 grams98 %
933.0 grams22 %
1147.0 grams4 %
1182.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/8/2023 ✔