Summary for Test 2026-04-01-42-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1002031
DEA: 024K0504
EFIS: 0226000137
DIST-CO-RTE-PM02-SHA-89-29.2/29.4
Award DateNot set
Closeout DateNot set
Work DescriptionIN SHASTA COUNTY ABOUT 7 MILES NORTH OF FOUR CORNERS FROM LAKE BRITTON BRIDGE TO 0.2 MILE NORTH OF LAKE BRITTON BRIDGE
Location DescriptionNot set
QA Service Level1 (Verified on 04/10/2026)

Sample Information

Sample Taken Date04/01/2026 Sample Unique Key42
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 testing04/01/2026
Sample typeAcceptance A brief description of the sample5 bags of 3/4-inch Maximum Class 2 Aggregate Base
The quantity of what the sample constitutes2000 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 identificationD80176 Linked DIME Sample ID
The fabricator/manufacturer/facility nameShaw Pit Transportation Laboratory (TL) Number824080
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)91-25-0008::Shaw Pit (Lookout, CA)
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: 2026-04-01-42
DIME Test ID: 2026-04-01-42-1
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: 2026-04-07

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: 04/07/2026
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
14790.7 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
187.0 grams99 %
4936.0 grams67 %
7463.0 grams50 %
10726.0 grams27 %
501.2 grams
160.8 grams18 %
242.8 grams14 %
291.1 grams11 %
322.5 grams10 %
349.1 grams8 %
373.8 grams6.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/7/2026