Summary for Test 2026-08-26-22-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1002228
DEA: 051R7604
EFIS: 0524000115
DIST-CO-RTE-PM05-SLO-229-5.5/9.2
Award DateNot set
Closeout DateNot set
Work DescriptionRHMA-G overlay, asphalt rubber binder chip seal, & shoulder backing
Location DescriptionNot set
QA Service Level1 (Verified on 05/01/2026)

Sample Information

Sample Taken Date08/26/2026 Sample Unique Key22
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing08/26/2026
Sample typeAcceptance A brief description of the sampleShoulder Backing Aggregate
The quantity of what the sample constitutes? From where was the sample collectedJob Site
First name of sampler or witnessed byKyle Last name of sampler or witnessed byEngen
Title of samplerQA Tester Telephone number of sampler
Laboratory sample identification260826-1 Shoulder Backing Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalportland - Rockey Canyon 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)91-40-0013
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 Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-08-26-22
DIME Test ID: 2026-08-26-22-1
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: 2026-08-27

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: Kyle Engen
Date of test: 08/27/2026
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
5404.5 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
26.4 grams100 %
176.0 grams97 %
593.6 grams89 %
1102.5 grams80 %
1849.7 grams66 %
494.2 grams
131.1 grams48 %
249.7 grams33 %
319.0 grams23 %
365.3 grams17 %
396.2 grams13 %
418.5 grams10.1 %
General comments (publicly viewable) (Max 1000 characters): Failed on the No.4 sieve

Test was verified on 8/27/2026