Summary for Test 2023-09-29-46-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994780
DEA: 070W3304
EFIS: 0721000265
DIST-CO-RTE-PM07-LA-10-19.5/29.5
Award Date06/30/2023
Closeout DateNot set
Work DescriptionLOS ANGELES COUNTY FROM EVERGREEN AVENUE PEDESTRIAN OVERCROSSING IN LOS ANGELES TO VALLEY BOULEVARD UNDERCROSSING IN EL MONTE
Location DescriptionDIGOUTS, SLURRY SEAL, COLD PLANE OVERLAY,
QA Service Level1 (Verified on 06/07/2023)

Sample Information

Sample Taken Date09/29/2023 Sample Unique Key46
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 testing10/02/2023
Sample typeDepartment Acceptance A brief description of the sample1x4 and WCS
The quantity of what the sample constitutes100 cy From where was the sample collectedManufacturer
First name of sampler or witnessed byvictor Last name of sampler or witnessed byPham
Title of sampler Telephone number of sampler2137924794
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameShort Load Concrete Anaheim 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)91-33-0035
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the samplemix CTS-65-EHI
The plant numberShort Load Anaheim A detailed description of where the material sample was collectedStockpile @ Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design numberCTS-65-EHI Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-09-29-46
DIME Test ID: 2023-09-29-46-1
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: 2023-10-23

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - 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: Victor Pham
Date of test: 10/03/2023
Cumulative Mass RetainedCumulative Percent Passing
10625 grams
0 grams100 %
583 grams95 %
3575 grams66 %
8742 grams18 %
9473 grams11 %
10355 grams3 %
10368 grams2 %
10625 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/23/2023