Summary for Test 2025-01-11-9-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214697
DEA: 07307104
EFIS: 0714000213
DIST-CO-RTE-PM07-LA-101-32.8
Award DateNot set
Closeout DateNot set
Work DescriptionCONSTRUCT BRIDGE.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date01/11/2025 Sample Unique Key9
Date that the sample was received by the laboratory/organization performing the testing01/13/2025 Sample typeAcceptance
A brief description of the sampleCoarse and fine aggregate The quantity of what the sample constitutesThree Bags
From where was the sample collectedFabricator 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 nameNational Canoga Park
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)91-42-0006
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 collectedFeeder Conveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design numberS30C396L0A Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-01-11-9
DIME Test ID: 2025-01-11-9-1
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: 2025-03-25

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: 02/06/2025
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
511.3 grams
0.0 grams100 %
28.0 grams95 %
53.0 grams90 %
148.0 grams71 %
270.0 grams47 %
414.0 grams19 %
487.0 grams5 %
500.0 grams2 %
511.3 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/25/2025 ✔