Summary for Test 2021-01-22-1-2
Test performed: ASTM C109-16aProject Information
| Project Identifiers | Project ID: 213596 DEA: 051C8904 EFIS: 0513000009 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-87.3/R91.5 |
| Award Date | 12/13/2018 |
| Closeout Date | 08/23/2023 |
| Work Description | PRECAST CONC PVMT, CRACK AND SEAT PAVEMENT AND RECONSTRUCT RAMPS. |
| Location Description | MONTEREY COUNTY IN SALINAS FROM EAST MARKET STREET UNDERCROSSING TO 0.3 MILE SOUTH OF ESPINOSA ROAD |
| QA Service Level | 1 (Verified on 01/04/2019) |
Sample Information
| Sample Taken Date | 01/22/2021 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/22/2021 | Sample type | Quality Assurance |
| A brief description of the sample | Rapid Setting Cement | The quantity of what the sample constitutes | 1 Bucket |
| From where was the sample collected | Supplier | 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 | CM214101 | |
| 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 | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Cementitious | Brand | CTS |
|---|---|---|---|
| Mill | Juarez | Type of Cementitious Material | Rapid Set Cement |
Test Details
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DIME Sample ID: 2021-01-22-1
DIME Test ID: 2021-01-22-1-2
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: 2021-02-09
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: BL
Date of test: 01/29/2021
Age of specimen: 3 days
The amount of flow : 107 %
The amount of water used : 44.6 %
Compressive strength of 1st specimen : 5967 psi
Compressive strength of 2nd specimen: 6171 psi
Compressive strength of 3rd specimen : 5791 psi
Average Compressive strength (to nearest 10 psi): 5980 psi
General comments (publicly viewable) (Max 1000 characters): 3 day cubes
Test Graph
Source: Bluehill Data Point FileSource: Bluehill Data Point File
Test was verified on 2/9/2021 ✔