Summary for Test 2019-02-27-1-1
Test performed: ASTM C109-16aProject Information
| Project Identifiers | Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 02/27/2019 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 01/14/2019 |
| Sample type | Department Acceptance | A brief description of the sample | Rapid Setting Cement |
| The quantity of what the sample constitutes | 1 Bucket | From where was the sample collected | Job Site |
| 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 | CM194901 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CTS Rapid Set | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Cementitious | Brand | CTS |
|---|---|---|---|
| Mill | Unknown | Type of Cementitious Material | Rapid Set Cement |
Test Details
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DIME Sample ID: 2019-02-27-1
DIME Test ID: 2019-02-27-1-1
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: 2022-05-11
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Calculated
Tester's full name: Ben Lenz
Date of test: 03/15/2019
Age of specimen: 3 days
The amount of flow : 112 %
The amount of water used : 45.3 %
Compressive strength of 1st specimen : 4768 psi
Compressive strength of 2nd specimen: 4745 psi
Compressive strength of 3rd specimen : 4831 psi
Average Compressive strength (to nearest 10 psi): 4780 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/11/2022 ✔