Summary for Test 2023-04-28-49-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 994090 DEA: 01434804 EFIS: 0100000672 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-1-62.0/62.3 |
| Award Date | 10/21/2022 |
| Closeout Date | 10/01/2025 |
| Work Description | Pudding Creek Bridge Widening |
| Location Description | MENDOCINO COUNTY IN FORT BRAGG FROM ELM STREET TO PUDDING CREEK ROAD 421 |
| QA Service Level | 1 (Verified on 07/11/2022) |
Sample Information
| Sample Taken Date | 04/28/2023 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/28/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 7.2 Sk Structural (Corrosive) | The quantity of what the sample constitutes | 16 Cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | David |
| Last name of sampler or witnessed by | Rivas | Title of sampler | Structure Representative |
| Telephone number of sampler | 7076665838 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | geoaggregates | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 10-0158 | Structure name | Pudding Creek Bridge |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 7-Sk-Structual |
|---|---|---|---|
| The truck number from where the sample was collected | 09 | The batch plant ticket number from where the sample was collected | 24241 |
| Concrete batch plant | Geoaggregates | 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: 2023-04-28-49
DIME Test ID: 2023-04-28-49-1
Testing Lab: CT D01 - Fort Bragg Field Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-05-11
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Chris Malik
Date of test: 05/05/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad 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: 39620 lb
Maximum load on cylinder 2: 39480 lb
Maximum load on cylinder 3: 38420 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 3 days
Age of specimen in hours: 0 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 of cylinder 1: 3151.9 psi
Compressive strength of cylinder 2: 3140.8 psi
Compressive strength of cylinder 3: 3056.5 psi
Compressive strength (to nearest 10 psi): 3120 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 4-28-23 Conc Cyl 3-Day Break | 268.01 KB | 05/11/2023 | 2023-04-28-49-1 | Info |
Test was verified on 5/11/2023 ✔