Summary for Test 2023-01-26-38-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 215739 DEA: 010G2104 EFIS: 0116000137 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-21.2 |
| Award Date | 07/15/2021 |
| Closeout Date | 06/22/2023 |
| Work Description | CONSTRUCT RETAINING WALL AND GUARDRAIL AND EARTHWORK. |
| Location Description | DEL NORTE COUNTY NEAR CRESCENT CITY AT 0.2 MILE NORTH OF CUSHING CREEK VIADUCT 01-0076 |
| QA Service Level | 1 (Verified on 05/17/2021) |
Sample Information
| Sample Taken Date | 01/26/2023 | Sample Unique Key | 38 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/30/2023 | Sample type | Verification |
| 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 | Pedroni |
| Last name of sampler or witnessed by | Joe | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | C0148 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| Transportation Laboratory (TL) Number | 281154 | 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 | 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 | Chute | Where the material sample would have been placed if not sampled | waler 5 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-01-26-38
DIME Test ID: 2023-01-26-38-1
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: 2023-02-23
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: 02/23/2023
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: 187460 lb
Maximum load on cylinder 2: 203370 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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): 6910 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/23/2023 ✔