Summary for Test 2026-08-11-60-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1002227
DEA: 051S6304
EFIS: 0525000068
DIST-CO-RTE-PM05-UNKNOWN--unknown
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 06/08/2026)

Sample Information

Sample Taken Date08/11/2026 Sample Unique Key60
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 testing08/11/2026
Sample typeAcceptance A brief description of the sampleType II Slurry Seal Aggregate
The quantity of what the sample constitutes8/11/26 Paving From where was the sample collectedManufacturer
First name of sampler or witnessed byAustin Last name of sampler or witnessed byKirby
Title of samplerCT Tester Telephone number of sampler
Laboratory sample identification260811 Slurry Seal - Type II Linked DIME Sample ID
The fabricator/manufacturer/facility nameGraniterock - Wilson Quarry Transportation Laboratory (TL) Number
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)91-35-0012
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 collectedConveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-08-11-60
DIME Test ID: 2026-08-11-60-1
Testing Lab: CT D05 - Paso Robles Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-08-14

Test Results


What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Kyle Engen
Date of test: 08/12/2026
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
510.2 grams
0.0 grams100 %
1.7 grams100 %
76.0 grams85 %
203.5 grams60 %
304.9 grams40 %
389.0 grams24 %
440.2 grams14 %
465.0 grams9 %
465.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/14/2026