Summary for Test 2023-07-21-17-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 212720
DEA: 07291404
EFIS: 0712000094
DIST-CO-RTE-PM07-LA-1-55-58
Award Date02/18/2021
Closeout Date04/23/2026
Work DescriptionTRANCAS CREEK BRIDGE REPLACEMENT
Location DescriptionIN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027).
QA Service Level1 (Verified on 04/02/2021)

Sample Information

Sample Taken Date07/21/2023 Sample Unique Key17
Date that the sample was received by the laboratory/organization performing the testing07/21/2023 Sample typeDepartment Acceptance
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 identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAssociated Ready Mix - Oxnard
Transportation Laboratory (TL) NumberC072123B Inspector Lot Number from the Transportation Laboratory (TL) FormKH105E
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0054
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant numberAssociated RM Oxnard 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 numberSL675350SP Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-07-21-17
DIME Test ID: 2023-07-21-17-1
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: 2023-07-21

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: 07/21/2023
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
1054 grams
0.0 grams100 %
88.0 grams92 %
898.0 grams15 %
1037.0 grams2 %
1054.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/21/2023 ✔