Summary for Test 2025-10-09-32-2

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 Date10/09/2025 Sample Unique Key32
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 testing10/09/2025
Sample typeAcceptance A brief description of the sample3T40H001 Aggregate
The quantity of what the sample constitutesPIR 421 - CCB Abut 1R Backwall - 3T40H001 From where was the sample collectedManufacturer
First name of sampler or witnessed byKyle Last name of sampler or witnessed byEngen
Title of samplerCT Tester Telephone number of sampler
Laboratory sample identification251009-1 3T40H001 Linked DIME Sample ID
The fabricator/manufacturer/facility nameHolliday Rock - Paso Robles Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameCCB Abut 1R Backwall Bid Item3857482

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-40-0003
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 collectedBelts @ plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number3T40H003 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-10-09-32
DIME Test ID: 2025-10-09-32-2
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: 2025-10-13

Test Results


What size aggregate is being tested?: 0.375 in x No. 8 - Coarse 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: 10/09/2025
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
1018.2 grams
0.0 grams100 %
16.8 grams98 %
740.3 grams27 %
967.9 grams5 %
967.9 grams
General comments (publicly viewable) (Max 1000 characters): 3/8" Grad

Test was verified on 10/13/2025