Summary for Test 2019-10-14-3-2
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 | 10/14/2019 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/14/2019 | Sample type | Annual Source Testing |
| A brief description of the sample | Type IL Cement | The quantity of what the sample constitutes | 1 Bucket |
| 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 | CM193901 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | LaFarge | |
| 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 | LaFarge |
|---|---|---|---|
| Mill | Exshaw Type IL | Type of Cementitious Material | Blended Cement |
Test Details
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DIME Sample ID: 2019-10-14-3
DIME Test ID: 2019-10-14-3-2
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: 2021-01-08
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Calculated
Tester's full name: Spencer Adams
Date of test: 10/18/2019
Age of specimen: 3 days
The amount of flow : 107 %
The amount of water used : 46.5 %
Compressive strength of 1st specimen : 3894 psi
Compressive strength of 2nd specimen: 4094 psi
Compressive strength of 3rd specimen : 4186 psi
Average Compressive strength (to nearest 10 psi): 4060 psi
General comments (publicly viewable) (Max 1000 characters): 3 day test
Test was verified on 1/8/2021 ✔