Summary for Test 2023-05-09-106-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993284 DEA: 060U7704 EFIS: 0616000035 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-22.3 |
| Award Date | 12/28/2021 |
| Closeout Date | 05/09/2025 |
| Work Description | INSTALL WATER/WASTEWATER SYSTEMS AND LANDSCAPE WORK. |
| Location Description | TULARE COUNTY 3 MILES NORTH OF TIPTON AT THE PHILIP S RAINE SAFETY ROADSIDE REST AREA |
| QA Service Level | 1 (Verified on 10/04/2021) |
Sample Information
| Sample Taken Date | 05/09/2023 | Sample Unique Key | 106 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/10/2023 | Sample type | Department Acceptance |
| A brief description of the sample | concrete from foundation slab | The quantity of what the sample constitutes | NP |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Vicente |
| Last name of sampler or witnessed by | Sanchez | Title of sampler | Structure Representative |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | tulare concrete plant | |
| 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 | Concrete | The concrete mix design number | not provide at TL502 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | NOT PROVIDED | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-05-09-106
DIME Test ID: 2023-05-09-106-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-06-06
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 05/23/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 96990 lb
Maximum load on cylinder 2: 102040 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 14 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3430.8 psi
Compressive strength of cylinder 2: 3609.5 psi
Compressive strength (to nearest 10 psi): 3520 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U7704_37000_230509_14D | 107.34 KB | 06/06/2023 | 2023-05-09-106-1 | Info |
Test was verified on 6/6/2023 ✔