Summary for Test 2023-04-04-54-4

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 993607
DEA: 07322604
EFIS: 0716000057
DIST-CO-RTE-PM07-LA-210-R41.3/R44.6
Award DateNot set
Closeout DateNot set
Work DescriptionCONSTRUCT POLLUTION INFILTRATION AREAS AND AUSTIN VAULT SAND FILTER.
Location DescriptionLOS ANGELES COUNTY IN GLENDORA AT VARIOUS LOCATIONS FROM 0.2 MILE EAST OF BARRANCA AVENUE OVERCROSSING TO 0.1 MILE WEST OF AMELIA AVENUE UNDERCROSSING
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date04/04/2023 Sample Unique Key54
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing04/06/2023
Sample typeDepartment Acceptance A brief description of the sampleCoarse and fine aggregate
The quantity of what the sample constitutesFour 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 Irwindale 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)91-33-0061
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 numberLB0608SP Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-04-04-54
DIME Test ID: 2023-04-04-54-4
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: 2023-07-19

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: 04/13/2023
Cumulative Mass RetainedCumulative Percent Passing
1015 grams
6 grams99 %
84 grams92 %
862 grams15 %
993 grams2 %
1015 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/19/2023