Summary for Test 2024-12-02-22-8
Test performed: ASTM C430-8Project Information
| Project Identifiers | Project ID: 8801 DEA: AML-CEM EFIS: AML-CEM |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for Cementitious Materials for use in Concrete Authorized Material List (AML) |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 12/02/2024 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 testing | 12/02/2024 |
| Sample type | Annual Source Testing | A brief description of the sample | Type IT Portland Cement |
| The quantity of what the sample constitutes | 1 Bucket | From where was the sample collected | Source |
| First name of sampler or witnessed by | na | Last name of sampler or witnessed by | na |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | CM24N416 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CalPortland IT(P10)(L10) Cement | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Cementitious | Brand | CalPortland |
|---|---|---|---|
| Mill | Oro Grande | Type of Cementitious Material | Blended Cement |
Test Details
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DIME Sample ID: 2024-12-02-22
DIME Test ID: 2024-12-02-22-8
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Test Release Date: 2026-03-04
Test Results
Type of Material: Hydraulic Cement
Input Type: Calculated
Tester's full name: Wiss, Janney, Elstner Associates
Date of test: 02/01/2025
Residue from the sample retained on the No. 325 sieve (Rs): 0.0164 grams
Sieve correction factor (C): 2.24
Corrected residue, % (Rc): 1.6 %
Fineness of the cement as the corrected percentage passing the 45 micrometers sieve (No. 325): 98.4 %
General comments (publicly viewable) (Max 1000 characters): Correction factor actually negative
Test was verified on 3/4/2026 ✔