Summary for Test 2026-03-03-35-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994443
DEA: 053307C4
EFIS: 0514000028
DIST-CO-RTE-PM05-SLO-41,46-44.5/45.3,54.0/57.8
Award Date02/27/2023
Closeout DateNot set
Work DescriptionWye Segment - Route 41/46 Separation
Location DescriptionNot set
QA Service Level1 (Verified on 12/16/2022)

Sample Information

Sample Taken Date03/03/2026 Sample Unique Key35
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 testing03/03/2026
Sample typeAcceptance A brief description of the sample590RM1010 CIDH Concrete
The quantity of what the sample constitutes35 CY From where was the sample collectedManufacturer
First name of sampler or witnessed byKyle Last name of sampler or witnessed byEngen
Title of samplerCT Testers Telephone number of sampler
Laboratory sample identification260306-1 590RM1010 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalPortland Paso Robles Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameOHSS #2 CIDH Bid Item3857482

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 collectedStockpile @ Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number590RM1010 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-03-03-35
DIME Test ID: 2026-03-03-35-1
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-03-06

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
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: 03/06/2026
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
11616.7 grams
0.0 grams100 %
40.0 grams100 %
1882.7 grams84 %
6676.9 grams43 %
9267.6 grams20 %
10837.9 grams7 %
11127.9 grams4 %
11127.9 grams
General comments (publicly viewable) (Max 1000 characters): 1x4 Grad

Test was verified on 3/6/2026