Summary for Test 2026-08-10-88-3

Test performed: ASTM C117-17

Project Information

Project IdentifiersProject ID: 1001123
DEA: 051H4704
EFIS: 0516000078
DIST-CO-RTE-PM05-SCR-9-9-13.6,15.5
Award Date09/05/2025
Closeout DateNot set
Work DescriptionREPLACE BRIDGES AND INSTALL MGS.
Location DescriptionSANTA CRUZ COUNTY NEAR BOULDER CREEK AT SAN LORENZO RIVER BRIDGE AND AT KINGS CREEK BRIDGE
QA Service Level1 (Verified on 04/10/2025)

Sample Information

Sample Taken Date08/10/2026 Sample Unique Key88
Date that the sample was received by the laboratory/organization performing the testing06/08/2026 Sample typeQuality Control
A brief description of the sample1/2in Coarse Aggregate The quantity of what the sample constitutes42
From where was the sample collectedFabricator First name of sampler or witnessed byJason
Last name of sampler or witnessed byAllen Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameKie-Con Antioch
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)91-07-0003
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 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: 2026-08-10-88
DIME Test ID: 2026-08-10-88-3
Testing Lab: Kie-Con, Incorporated - Antioch
Test Method: ASTM C117-17: Standard Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Test Release Date: 2026-09-21

Test Results


Input Type: Calculated
Tester's full name: Christopher Linan
Date of test: 08/10/2026
The method used?: Procedure A
Percent finer than No. 200 sieve: 0.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/21/2026 ✔