Summary for Test 2022-05-18-35-3
Test performed: ASTM C109-16aProject Information
| Project Identifiers | Project ID: 214899 DEA: 033H4504 EFIS: 0318000001 |
|---|---|
| DIST-CO-RTE-PM | 03-ED-50-33.8/34.2 |
| Award Date | 07/29/2020 |
| Closeout Date | 07/15/2025 |
| Work Description | CONSTRUCT RW, WIDEN RDWY, COLD PLANE AC PVMT, & HMA OVERLAY. |
| Location Description | EL DORADO COUNTY AT FRESH POND FROM 0.6 TO 0.2 MILE WEST OF FOREST ROAD/OUTER LIMITS LANE |
| QA Service Level | 1 (Verified on 04/15/2020) |
Sample Information
| Sample Taken Date | 05/18/2022 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/19/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 2" Cubes | The quantity of what the sample constitutes | 9 Grout Cubes |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Dave |
| Last name of sampler or witnessed by | Carlin | Title of sampler | SR |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Grout Plant | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Grout Anchors | |
| Bid Item | Not set |
Material Information
| Material Type | Cementitious | Brand | Grout |
|---|---|---|---|
| Mill | Grout | Type of Cementitious Material | Blended Cement |
Test Details
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DIME Sample ID: 2022-05-18-35
DIME Test ID: 2022-05-18-35-3
Testing Lab: CT HQ - Sacramento Concrete 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: 2022-05-25
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 05/25/2022
Age of specimen: 7 days
The amount of flow : no data
The amount of water used : 100.0 %
Compressive strength of 1st specimen : 2548 psi
Compressive strength of 2nd specimen: 2453 psi
Compressive strength of 3rd specimen : 2401 psi
Average Compressive strength (to nearest 10 psi): 2470 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/25/2022 ✔