Summary for Test 2025-08-13-78-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1001282
DEA: 022J8604
EFIS: 0221000142
DIST-CO-RTE-PM02-SHA-5-61.75/61.75
Award DateNot set
Closeout DateNot set
Work DescriptionSweetbrier Deck Replacement - Bridge Rehabilitation and Replacement
Location DescriptionIn Shasta County near Castella at Sweetbrier Overcrossing Bridge #06-0115
QA Service Level1 (Verified on 05/27/2025)

Sample Information

Sample Taken Date08/13/2025 Sample Unique Key78
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 testing08/14/2025
Sample typePreliminary A brief description of the sampleSand, Silt, Rock and Soil
The quantity of what the sample constitutesNot Provided From where was the sample collectedSource
First name of sampler or witnessed byBrian Last name of sampler or witnessed bySteiner
Title of samplerAssistant DME Telephone number of sampler
Laboratory sample identificationD80002 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRoadside Transportation Laboratory (TL) Number858148
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedShoulder Slope near SHA 5 PM 61.75 at the NB Sweetbrier offramp
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-08-13-78
DIME Test ID: 2025-08-13-78-1
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: 2025-09-03

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 Murphy
Date of test: 09/03/2025
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
15127 grams
0.0 grams100 %
0.0 grams100 %
600.0 grams96 %
718.0 grams95 %
1554.0 grams90 %
2434.0 grams84 %
3537.0 grams77 %
4177.0 grams72 %
5555.0 grams63 %
492.4 grams
60.0 grams55 %
115.1 grams48 %
162.9 grams42 %
207.0 grams37 %
250.8 grams31 %
290.7 grams25.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/3/2025