Summary for Test 2023-02-02-50-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 993429
DEA: 07324804
EFIS: 0716000078
DIST-CO-RTE-PM07-LA-57-5.0
Award Date04/07/2022
Closeout Date09/24/2024
Work DescriptionCONSTRUCT MAINTENANCE VEHICLE PULLOUTS AND BIOFILTRATION SWALE.
Location DescriptionLOS ANGELES COUNTY IN DIAMOND BAR AT SOUTHBOUND ON AND OFF RAMP TO SUNSET CROSSING ROAD
QA Service Level1 (Verified on 12/06/2021)

Sample Information

Sample Taken Date02/02/2023 Sample Unique Key50
Date that the sample was received by the laboratory/organization performing the testing02/02/2023 Sample typeDepartment Acceptance
A brief description of the sampleCoarse and fine aggregate The quantity of what the sample constitutesThree Bags
From where was the sample collectedManufacturer First name of sampler or witnessed byBaher
Last name of sampler or witnessed byFakhoury Title of sampler
Telephone number of sampler2137937180 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameRobertson's Pomona
Transportation Laboratory (TL) Number 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)91-33-0061
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 collectedConveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberSC590B38 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-02-02-50
DIME Test ID: 2023-02-02-50-1
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: 2023-03-30

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: Baher Fakhoury
Date of test: 02/06/2023
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
1559 grams
5.0 grams100 %
284.0 grams82 %
1236.0 grams21 %
1483.0 grams5 %
1559.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/30/2023 ✔