Summary for Test 2026-06-19-49-1

Test performed: ASTM C136-19

Project Information

Project IdentifiersProject ID: 1001194
DEA: 051H4404
EFIS: 0516000074
DIST-CO-RTE-PM05-SB,SLO-1-50.3/50.6,0.0/0.3
Award Date09/30/2025
Closeout DateNot set
Work DescriptionSANTA MARIA RIVER BRIDGE (REPLACE).
Location DescriptionSANTA BARBARA AND SAN LUIS OBISPO COUNTIES IN AND NEAR GUADALUPE AT SANTA MARIA RIVER BRIDGE
QA Service Level1 (Verified on 06/02/2025)

Sample Information

Sample Taken Date06/19/2026 Sample Unique Key49
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 testing06/19/2026
Sample typeQuality Control A brief description of the sampleaggregate
The quantity of what the sample constitutes1 bucket of 1/2" 1 bucket of fines From where was the sample collectedFabricator
First name of sampler or witnessed byAlejandro Last name of sampler or witnessed byOrozco
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePinnacle Prestress, Inc. 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)91-15-0114, 91-15-0041
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
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-06-19-49
DIME Test ID: 2026-06-19-49-1
Testing Lab: Pinnacle Prestress, Incorporated
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-07-10

Test Results


What type of gradation is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Has the fine aggregate sample been reduced? (question for combined gradation type): No
Input Type: Calculated
Tester's full name: Alejandro Orozco
Date of test: 06/19/2026
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 99 %
Cumulative percent passing the #8 sieve: 83 %
Cumulative percent passing the #16 sieve: 62 %
Cumulative percent passing the #30 sieve: 39 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/10/2026