Summary for Test 2020-07-13-25-6
Test performed: CTM 553-1Project Information
| Project Identifiers | Project ID: 213811 DEA: 112T2184 EFIS: 1116000174 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R38.4/R47.3 |
| Award Date | 10/29/2018 |
| Closeout Date | 01/03/2024 |
| Work Description | (Alternative Delivery) Construct HOV lanes, soundwalls, culvert rehab, ITS, and bike trail on I-5 . NCC I-5 Highway Improvement. |
| Location Description | IN SAN DIEGO COUNTY IN ENCINITAS AND CARLSBAD FROM SAN ELIJO LAGOON BRIDGE TO 0.3 MILE NORTH OF PALOMAR AIRPORT ROAD OVERCROSSING. |
| QA Service Level | 1 (Verified on 12/19/2018) |
Sample Information
| Sample Taken Date | 07/13/2020 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 07/13/2020 |
| Sample type | Quality Assurance | A brief description of the sample | Rapid Setting Cement |
| The quantity of what the sample constitutes | 1 bag | 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 | CM204001 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | C-MAX | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Cementitious | Brand | CMAX |
|---|---|---|---|
| Mill | Unknown | Type of Cementitious Material | Rapid Set Cement |
Test Details
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DIME Sample ID: 2020-07-13-25
DIME Test ID: 2020-07-13-25-6
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: 2020-08-17
Test Results
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 08/06/2020
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: 11697 lbs
Maximum load at failure of specimen 2, 23 ± 1.7°C for 48h: 10838 lbs
Maximum load at failure of specimen 3, 23 ± 1.7°C for 48h: 10245 lbs
Maximum load at failure of specimen 1, 50 ± 1°C for 48h: 19769 lbs
Maximum load at failure of specimen 2, 50 ± 1°C for 48h: 20738 lbs
Maximum load at failure of specimen 3, 50 ± 1°C for 48h: 21383 lbs
Average of test specimens broken to nearest 50 kPa, 23 ± 1.7°C for 48h: 18850 kPa
Average of test specimens broken to nearest 50 kPa, 50 ± 1°C for 48h: 35560 kPa
Thermal stability ratio: 189
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/17/2020 ✔