Summary for Test 2025-05-22-68-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1000636
DEA: 024H03U4
EFIS: 0224000026
DIST-CO-RTE-PM02-PLU-89-12.9/20.0,20.6/21.0
Award Date12/20/2024
Closeout DateNot set
Work DescriptionHMA OVERLAY.
Location DescriptionPLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE
QA Service Level1 (Verified on 09/24/2024)

Sample Information

Sample Taken Date05/22/2025 Sample Unique Key68
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 testing05/22/2025
Sample typeAcceptance A brief description of the sampleNative Soil for Subgrade
The quantity of what the sample constitutes2 bags From where was the sample collectedJob Site
First name of sampler or witnessed byDawn Last name of sampler or witnessed bySloatermen
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD79887 Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek Transportation Laboratory (TL) Number857980
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)Jobsite
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 collectedPLU 89 PM 12-22
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-05-22-68
DIME Test ID: 2025-05-22-68-1
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: 2025-06-12

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: 06/02/2025
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
16031 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
210.0 grams99 %
332.0 grams98 %
873.0 grams95 %
1395.0 grams91 %
3203.0 grams80 %
514.1 grams
65.8 grams70 %
133.8 grams59 %
193.3 grams50 %
253.3 grams41 %
319.5 grams30 %
374.0 grams22 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/12/2025