Summary for Test 2023-09-18-66-6

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215157
DEA: 021H5704
EFIS: 0216000036
DIST-CO-RTE-PM02-SHA-299-67.8/77.8
Award Date02/09/2023
Closeout DateNot set
Work DescriptionBURNEY CAPM - PAVEMENT REHABILITATION
Location DescriptionBUNCH GRASS LOOKOUT RD TO NAPA LN
QA Service Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date09/18/2023 Sample Unique Key66
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 testing09/19/2023
Sample typeDepartment Acceptance A brief description of the sampleShoulder Backing
The quantity of what the sample constitutesfrom 2000 cy to Entire Project From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD79352 Linked DIME Sample ID
The fabricator/manufacturer/facility namePacway - Cassel Transportation Laboratory (TL) Number857916
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)Pacway
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
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-09-18-66
DIME Test ID: 2023-09-18-66-6
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-10-02

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Joe Mishoe
Date of test: 09/19/2023
Cumulative Mass RetainedCumulative Percent Passing
13759 grams
0 grams100 %
0 grams100 %
0 grams100 %
341 grams98 %
1801 grams87 %
3039 grams78 %
4833 grams65 %
5735 grams58 %
7493 grams46 %
493 grams
104.8 grams36 %
189 grams28 %
255.9 grams22 %
308.6 grams17 %
352.9 grams13 %
394.2 grams9 %
General comments (publicly viewable) (Max 1000 characters): P2″=100.%, P1″=87%, P¾″=78%, P№4=46%, P№30=22%, P№200=9%

Test was verified on 10/2/2023