Summary for Test 2020-07-24-6-2
Test performed: ASTM C109-16aProject Information
| Project Identifiers | Project ID: 214843 DEA: 060X6704 EFIS: 0618000229 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-63,65,99,190,198-Var |
| Award Date | 05/14/2020 |
| Closeout Date | 07/15/2021 |
| Work Description | REPLACE BRIDGE DECK WITH POLYESTER CONCRETE OVERLAY & PLACE CONCRETE. |
| Location Description | TULARE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/20/2020) |
Sample Information
| Sample Taken Date | 07/24/2020 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 07/24/2020 |
| Sample type | Preliminary | 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 | na | Last name of sampler or witnessed by | na |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | CM204002 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CTS | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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: 2020-07-24-6
DIME Test ID: 2020-07-24-6-2
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: 2020-08-13
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 07/30/2020
Age of specimen: 3 days
The amount of flow : 105 %
The amount of water used : 44.0 %
Compressive strength of 1st specimen : 6554 psi
Compressive strength of 2nd specimen: 6965 psi
Compressive strength of 3rd specimen : 6544 psi
Average Compressive strength (to nearest 10 psi): 6690 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/13/2020 ✔