Summary for Test 2022-05-26-52-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215349
DEA: 081C0824
EFIS: 0816000087
DIST-CO-RTE-PM08-RIV-10-R104.9/R134.2
Award Date03/24/2021
Closeout Date01/06/2025
Work DescriptionPLACE HMA (TYPE A), JPCP AND IMPORTED BORROW.
Location DescriptionRIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC
QA Service Level1 (Verified on 03/01/2021)

Sample Information

Sample Taken Date05/26/2022 Sample Unique Key52
Date that the sample was received by the laboratory/organization performing the testing05/26/2022 Sample typeDepartment Acceptance
A brief description of the samplePCC Aggregate The quantity of what the sample constitutes6.26 Sacks Cement Load 121
From where was the sample collectedManufacturer First name of sampler or witnessed byJ
Last name of sampler or witnessed byBurton Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCoffman Blythe
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)Coffman Blythe
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 collectedbatch plant load
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number2102-2 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-26-52
DIME Test ID: 2022-05-26-52-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-07-15

Test Results


What size aggregate is being tested?: 1.5 in. x 0.75 in. - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual 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: A Souglobov
Date of test: 05/26/2022
Sieve SizeCumulative Percent Passing
100 %
93 %
36 %
7 %
0 %
2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/15/2022 ✔