Summary for Test 2026-04-27-55-3

Test performed: ASTM C136-19

Project Information

Project IdentifiersProject ID: 1001940
DEA: 023J52U4
EFIS: 0225000084
DIST-CO-RTE-PM02-TEH-36-15.7/16.4
Award Date01/12/2026
Closeout Date09/25/2026
Work DescriptionHorse Gulch Combined
Location DescriptionNot set
QA Service Level1 (Verified on 02/04/2026)

Sample Information

Sample Taken Date04/27/2026 Sample Unique Key55
Date that the sample was received by the laboratory/organization performing the testing04/27/2026 Sample typeQuality Control
A brief description of the sample3/8"x#8 The quantity of what the sample constitutes50lbs of Aggregate
From where was the sample collectedSupplier First name of sampler or witnessed byDonald
Last name of sampler or witnessed byJuneman Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameJF Shea Construction, Aggregate Products
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)91-45-0019
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 collectedPlant Stockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-04-27-55
DIME Test ID: 2026-04-27-55-3
Testing Lab: Precast Unlimited Inc.
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-05-06

Test Results


What type of gradation is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced? (question for combined gradation type): No
Input Type: Calculated
Tester's full name: Tyler Perry
Date of test: 05/01/2026
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 98 %
Cumulative percent passing the #4 sieve: 19 %
Cumulative percent passing the #8 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/6/2026 ✔