Summary for Test 2023-02-04-2-1

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 Date02/04/2023 Sample Unique Key2
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 testing02/04/2023
Sample typeQuality Assurance A brief description of the sample1" X #4
The quantity of what the sample constitutes60 Cubic Yards From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byHopkins
Title of samplerPlant Inspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNational RM Canoga Park Transportation Laboratory (TL) NumberC020423A
Inspector Lot Number from the Transportation Laboratory (TL) FormKH102B Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0046
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant numberNational RM Canoga Park 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 Size1 inch
The concrete mix design numberS85C440T1 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-02-04-2
DIME Test ID: 2023-02-04-2-1
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: 2023-02-09

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: Kevin Hopkins
Date of test: 02/06/2023
Cumulative Mass RetainedCumulative Percent Passing
10538 grams
0 grams100 %
0 grams100 %
1645 grams84 %
8615 grams18 %
9942 grams6 %
10244 grams3 %
10285 grams2 %
10519 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/9/2023