Summary for Test 2024-06-03-77-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994966
DEA: 073255U4
EFIS: 0722000129
DIST-CO-RTE-PM07-LA-605-20.2/26
Award Date04/12/2023
Closeout DateNot set
Work DescriptionINDIVIDUAL SLAB REPLACEMENT, COLD PLANE AC
Location DescriptionLOS ANGELES COUNTY IN BALDWIN PARK AND IRWINDALE FROM ROUTE 10/605 SEPARATION TO 0.2 MILE NORTH OF ROUTE 210/605 SEPARATION
QA Service Level1 (Verified on 07/13/2023)

Sample Information

Sample Taken Date06/03/2024 Sample Unique Key77
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 testing06/04/2024
Sample typeAcceptance A brief description of the sample1x4 and WCS
The quantity of what the sample constitutes8 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 namePeterson Chase 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)91-19-0025 and 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 numberpeterson chase 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: 2024-06-03-77
DIME Test ID: 2024-06-03-77-1
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: 2024-06-24

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: Calculated
Tester's full name: Victor Pham
Date of test: 06/05/2024
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 92 %
Cumulative percent passing the 3/4 in. sieve: 67 %
Cumulative percent passing the 1/2 in. sieve: 21 %
Cumulative percent passing the 3/8 in. sieve: 6 %
Cumulative percent passing the #4 sieve: 2 %
Cumulative percent passing the #8 sieve: 1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/24/2024