Summary for Test 2020-07-15-21-2
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 | 07/15/2020 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/15/2020 | Sample type | Annual Source Testing |
| A brief description of the sample | Type II/V | The quantity of what the sample constitutes | 1 Bag |
| From where was the sample collected | Source | First name of sampler or witnessed by | Unknown |
| Last name of sampler or witnessed by | Unknown | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | CM205038 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CALPORTLAND | |
| 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 | Oro Grande | Type of Cementitious Material | Type II/V 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: 2020-07-15-21
DIME Test ID: 2020-07-15-21-2
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: 2021-06-24
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Calculated
Tester's full name: Anthony Valdez Jr.
Date of test: 09/17/2020
Age of specimen: 3 days
The amount of flow : no data
The amount of water used : 48.5 %
Compressive strength of 1st specimen : 3567 psi
Compressive strength of 2nd specimen: 3570 psi
Compressive strength of 3rd specimen : 3549 psi
Average Compressive strength (to nearest 10 psi): 3562 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/24/2021 ✔