Summary for Test 2024-05-08-75-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994785
DEA: 023H32U4
EFIS: 0221000164
DIST-CO-RTE-PM02-SIS-I5-2.5/R15.9
Award Date04/28/2023
Closeout DateNot set
Work DescriptionRoadway rehabilitation and bridge improvements along I5 in Mount Shasta
Location DescriptionSIS I5 2.5/R15.9
QA Service Level1 (Verified on 05/03/2023)

Sample Information

Sample Taken Date05/08/2024 Sample Unique Key75
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 testing05/09/2024
Sample typeAcceptance A brief description of the sample2 bags of Shoulder Backing
The quantity of what the sample constitutes2 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byhansen
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD79520 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Inc Transportation Laboratory (TL) Number851263
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)Tullis
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: 2024-05-08-75
DIME Test ID: 2024-05-08-75-1
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: 2024-06-04

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: Josh Ferency
Date of test: 05/15/2024
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
10793 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
1534.0 grams86 %
2856.0 grams74 %
4403.0 grams59 %
5063.0 grams53 %
6381.0 grams41 %
515 grams
87.9 grams34 %
178.6 grams27 %
266.0 grams20 %
331.3 grams15 %
376.8 grams11 %
405.3 grams9 %
General comments (publicly viewable) (Max 1000 characters): P2"=100%, P1"=86%, P3/4"=74%, P№4=41%, P№30=20%, P№200=9%

Test was verified on 6/4/2024