Summary for Test 2023-04-13-50-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215310
DEA: 020J4504
EFIS: 0219000125
DIST-CO-RTE-PM02-SIS-97-0/0.0001
Award Date06/30/2022
Closeout DateNot set
Work DescriptionDORRIS TMS
Location DescriptionSISKIYOU COUNTY AT AND NEAR DORRIS AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF RICHARDSON ROAD TO 0.1 MILE NORTH OF DORRIS BROWNWELL ROAD
QA Service Level1 (Verified on 11/09/2020)

Sample Information

Sample Taken Date04/13/2023 Sample Unique Key50
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 testing04/14/2023
Sample typeDepartment Acceptance A brief description of the sample4 bags of 3/4-inch Maximum Class 2 Aggregate Base
The quantity of what the sample constitutesUp to 2000 cy From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Telephone number of sampler
Laboratory sample identificationD79221 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSousa Ready Mix – Mount Shasta Transportation Laboratory (TL) Number858107
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)91-47-0015::Springhill Mine - Sousa Ready Mix
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 Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-04-13-50
DIME Test ID: 2023-04-13-50-1
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: 2023-05-01

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual 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: Colt Sweeny
Date of test: 05/18/2023
Individual Mass RetainedCumulative Percent Passing
12434 grams
0 grams100 %
0 grams100 %
0 grams100 %
0 grams100 %
0 grams100 %
276 grams98 %
1903 grams82 %
889 grams75 %
2137 grams58 %
480.8 grams
78 grams49 %
63 grams41 %
58 grams34 %
75 grams25 %
80 grams15 %
42 grams10 %
General comments (publicly viewable) (Max 1000 characters): The sample is fine on the № 30 and 200 sieves (above the Operating Range but within Contract Compliance).

Test was verified on 5/1/2023