Summary for Test 2024-09-27-73-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 995484
DEA: 024J8504
EFIS: 0223000080
DIST-CO-RTE-PM02-LAS-395-130.0/133.0
Award Date06/27/2024
Closeout Date01/24/2025
Work DescriptionPLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionLASSEN COUNTY NEAR MADELINE FROM 0.8 MILE NORTH TO 3.8 MILES NORTH OF ASH VALLEY ROAD
QA Service Level1 (Verified on 11/27/2023)

Sample Information

Sample Taken Date09/27/2024 Sample Unique Key73
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 testing10/03/2024
Sample typeAcceptance A brief description of the sampleShoulder backing
The quantity of what the sample constitutes3 Bags 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 identificationD79736 Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek Fitch Rd Transportation Laboratory (TL) Number854558
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)91-25-0029
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 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-09-27-73
DIME Test ID: 2024-09-27-73-1
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: 2024-10-22

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: Josh Ferency
Date of test: 10/08/2024
Sieve SizeIndividual Mass RetainedCumulative Percent Passing
14917 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
385.0 grams97 %
1407.0 grams88 %
2472.0 grams71 %
1274.0 grams63 %
2523.0 grams46 %
493.4 grams
115.3 grams35 %
89.1 grams27 %
64.1 grams21 %
45.9 grams17 %
36.1 grams13 %
25.5 grams11 %
General comments (publicly viewable) (Max 1000 characters): S1"=97%, S¾=88%, No4=46%, No30=21%, No200=11%

Test was verified on 10/22/2024