Summary for Test 2022-01-24-27-1
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 | Not set |
| 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 | 01/24/2022 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 01/21/2022 |
| Sample type | Quality Control | A brief description of the sample | Concrete Break Cylinders 4x8 |
| The quantity of what the sample constitutes | 1 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Greg | Last name of sampler or witnessed by | Lask |
| Title of sampler | QCM | Telephone number of sampler | |
| Laboratory sample identification | K3 - 20-020D | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | KIECON | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | K4200CP1A |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 113364 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Skyway Bed | 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: 2022-01-24-27
DIME Test ID: 2022-01-24-27-1
Testing Lab: Kie-Con, Incorporated - Antioch
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-01-28
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: David Stasi
Date of test: 01/24/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 89730 lb
Maximum load on cylinder 2: 84680 lb
Maximum load on cylinder 3: 89950 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 0
Correction factor for cylinder 2: 0
Correction factor for cylinder 3: 0
Age of specimen: 2 days
Age of specimen in hours: 6 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 7010 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/28/2022 ✔