Summary for Test 2024-12-23-53-9
Test performed: ASTM C109-21Project 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 | 12/23/2024 | Sample Unique Key | 53 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/23/2024 | Sample type | Authorization |
| A brief description of the sample | Blended 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 | CM255516 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | SRMG Clarkdale IP 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 | Salt River Materials Group |
|---|---|---|---|
| Mill | Clarkdale | Type of Cementitious Material | Blended Cement |
Test Details
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DIME Sample ID: 2024-12-23-53
DIME Test ID: 2024-12-23-53-9
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: ASTM C109-21: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Test Release Date: 2026-02-16
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Wiss, Janney, Elstner Associates
Date of test: 08/08/2025
Age of specimen: 28 days
The amount of flow : 106 %
The amount of water used : 49.3 %
Compressive strength of 1st specimen : 5420 psi
Compressive strength of 2nd specimen: 5200 psi
Compressive strength of 3rd specimen : 5110 psi
Average Compressive strength (to nearest 10 psi): 5240 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/16/2026 ✔