Summary for Test 2021-06-02-2-2
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 | Not set |
| 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 | 06/02/2021 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 06/03/2021 |
| Sample type | Quality Assurance | A brief description of the sample | Grout Cubes |
| The quantity of what the sample constitutes | 12 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 | 916-801-9674 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Pacific Coast Drilling Company | Transportation Laboratory (TL) Number | 79401 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Soldier Pile Wall |
Material Information
| Material Type | Cementitious | Brand | Basalite |
|---|---|---|---|
| Mill | Lehigh | Type of Cementitious Material | Type II Cement |
Test Details
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DIME Sample ID: 2021-06-02-2
DIME Test ID: 2021-06-02-2-2
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: 2021-06-05
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Calculated
Tester's full name: Spencer Adams
Date of test: 06/05/2021
Age of specimen: 3 days
The amount of flow : no data
The amount of water used : 48.5 %
Compressive strength of 1st specimen : 3743 psi
Compressive strength of 2nd specimen: 3737 psi
Compressive strength of 3rd specimen : 3936 psi
Average Compressive strength (to nearest 10 psi): 3810 psi
General comments (publicly viewable) (Max 1000 characters): Specimen 3 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109
Test was verified on 6/5/2021 ✔