Summary for Test 2024-08-28-92-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 995031
DEA: 023H82U4
EFIS: 0223000011
DIST-CO-RTE-PM02-LAS-44-0.0/37.2
Award Date10/24/2023
Closeout Date07/03/2025
Work DescriptionREPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE.
Location DescriptionLASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36
QA Service Level1 (Verified on 08/10/2023)

Sample Information

Sample Taken Date08/28/2024 Sample Unique Key92
Date that the sample was received by the laboratory/organization performing the testing09/03/2024 Sample typeAcceptance
A brief description of the sampleShoulder Backing The quantity of what the sample constitutes2 Bags
From where was the sample collectedManufacturer First name of sampler or witnessed byZach
Last name of sampler or witnessed byThomas Title of samplerQC
Telephone number of sampler Laboratory sample identificationD79701
Linked DIME Sample ID The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Ward Lake Pit - Litchfield, CA
Transportation Laboratory (TL) Number858131 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)91-18-0008
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 collectedPlant
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: 2024-08-28-92
DIME Test ID: 2024-08-28-92-1
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: 2024-09-24

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: 09/24/2024
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
5016.2 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
221.0 grams96 %
694.0 grams86 %
1343.0 grams73 %
1657.0 grams67 %
2298.0 grams54 %
511.5 grams
73.3 grams46 %
125.0 grams41 %
166.0 grams36 %
207.0 grams32 %
258.2 grams27 %
299.3 grams22 %
General comments (publicly viewable) (Max 1000 characters): P2"=100%, P1"=96%, P3/4"=86%, PNo4=54%, PNo30=36%, PNo200=22. (No 200 Spec 5-15)

Test was verified on 9/24/2024 ✔