Summary for Test 2023-02-09-52-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214579 DEA: 010B0904 EFIS: 0100020444 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-8.2/8.7 |
| Award Date | 04/21/2020 |
| Closeout Date | 12/02/2025 |
| Work Description | Panther Creek & Hunter Creek Bridges |
| Location Description | DEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 02/09/2023 | Sample Unique Key | 52 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/10/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | unknown |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | omar |
| Last name of sampler or witnessed by | Ahmad | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | C0149 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | unknown | |
| Transportation Laboratory (TL) Number | 281105 | 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 | unknown |
|---|---|---|---|
| The truck number from where the sample was collected | 95 | The batch plant ticket number from where the sample was collected | unknown |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | truck chute | 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: 2023-02-09-52
DIME Test ID: 2023-02-09-52-1
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-03-09
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 03/09/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 174780 lb
Maximum load on cylinder 2: 163820 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 5
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: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.3 in^2
Cross sectional area of cylinder 2: 28.3 in^2
Compressive strength (to nearest 10 psi): 5990 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/9/2023 ✔