Summary for Test 2022-07-14-2-2
Test performed: ASTM C109-16aProject 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 | 07/14/2022 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/14/2022 | Sample type | Authorization |
| A brief description of the sample | Blended Cement Type IT | 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 | CM22N209 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CalPortland Mojave | |
| 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 | Cal Portland |
|---|---|---|---|
| Mill | Mojave | Type of Cementitious Material | Blended Cement |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-07-14-2
DIME Test ID: 2022-07-14-2-2
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Test Release Date: 2022-09-19
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 08/19/2022
Age of specimen: 2 days
The amount of flow : 109 %
The amount of water used : 54.0 %
Compressive strength of 1st specimen : 2549 psi
Compressive strength of 2nd specimen: 2348 psi
Compressive strength of 3rd specimen : 2323 psi
Average Compressive strength (to nearest 10 psi): 2340 psi
General comments (publicly viewable) (Max 1000 characters): Specimen 1 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109
Test was verified on 9/19/2022 ✔