Summary for Test 2019-09-04-7-5
Test performed: CTM 553-1Project Information
| Project Identifiers | Project ID: 214029 DEA: 07301104 EFIS: 0714000009 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-60,710-710-R2.8/11.8, 24.1/25.1 |
| Award Date | 06/03/2019 |
| Closeout Date | 10/17/2023 |
| Work Description | Roadway ex, place jointed plain concrete pavement & concrete barrieres |
| Location Description | In Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation. |
| QA Service Level | 1 (Verified on 06/25/2019) |
Sample Information
| Sample Taken Date | 09/04/2019 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/06/2019 | Sample type | Verification |
| A brief description of the sample | Type III Cement | The quantity of what the sample constitutes | 15 lbs |
| 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 | CM194902 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| 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 | Mitsubishi |
|---|---|---|---|
| Mill | Cushenbury | Type of Cementitious Material | Type II Cement |
Test Details
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DIME Sample ID: 2019-09-04-7
DIME Test ID: 2019-09-04-7-5
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: CTM 553-1: Method for Testing Thermal Stability of Mortar Made with Hydraulic Cement
Test Release Date: 2019-10-08
Test Results
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 09/12/2019
Cross-sectional area of the specimen: 4 in^2
Age at the time of test: 72 hours
Maximum load at failure of specimen 1, 23 ± 1.7°C for 48h: 3294 lbs
Maximum load at failure of specimen 2, 23 ± 1.7°C for 48h: 3464 lbs
Maximum load at failure of specimen 3, 23 ± 1.7°C for 48h: 3361 lbs
Maximum load at failure of specimen 1, 50 ± 1°C for 48h: 4058 lbs
Maximum load at failure of specimen 2, 50 ± 1°C for 48h: 3968 lbs
Maximum load at failure of specimen 3, 50 ± 1°C for 48h: 4325 lbs
Average of test specimens broken to nearest 50 kPa, 23 ± 1.7°C for 48h: 5800 kPa
Average of test specimens broken to nearest 50 kPa, 50 ± 1°C for 48h: 7100 kPa
Thermal stability ratio: 122
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/8/2019 ✔