Summary for Test 2024-05-09-107-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994396
DEA: 07330304
EFIS: 0716000213
DIST-CO-RTE-PM07-LA-10-22.0/30.8
Award Date10/09/2023
Closeout Date09/25/2025
Work DescriptionCONSTRUCT CONCRETE BARRIER AND STRUCTURAL CONCRETE BARRIER SLAB.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.6 MILE EAST OF ROUTE 710/10 SEPARATION TO 0.3 MILE WEST OF ROUTE 10/605 SEPARATION
QA Service Level1 (Verified on 07/24/2023)

Sample Information

Sample Taken Date05/09/2024 Sample Unique Key107
Date that the sample was received by the laboratory/organization performing the testing05/13/2024 Sample typeAcceptance
A brief description of the sampleConcrete aggregates 1 inch x No 4 coarse and sand The quantity of what the sample constitutesTwo Bags
From where was the sample collectedOther 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 nameShort Load Concrete
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)91-33-0035 , 91-19-0025
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 collectedStockpile @ Yard
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design numberCTS-65-EHI Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-05-09-107
DIME Test ID: 2024-05-09-107-1
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: 2024-11-20

Test Results


What size aggregate is being tested?: Fine 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: 05/13/2024
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
514 grams
0.0 grams100 %
13.0 grams97 %
64.0 grams88 %
118.0 grams77 %
206.0 grams60 %
362.0 grams30 %
468.0 grams9 %
500.0 grams3 %
503.0 grams
General comments (publicly viewable) (Max 1000 characters): The fine aggregate gradation is out of operating range and contract compliance range on sieve # 30

Test was verified on 11/20/2024 ✔