Summary for Test 2023-06-29-45-1
Test performed: ASTM C39-17a
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Project 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 | 06/29/2023 | Sample Unique Key | 45 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 06/29/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 7.2 Sk Structural (Corrosive) |
| The quantity of what the sample constitutes | 15.5 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 | 10 | The batch plant ticket number from where the sample was collected | 24443 |
| 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: 2023-06-29-45
DIME Test ID: 2023-06-29-45-1
Testing Lab: CT D01 - Redwood Valley Field Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-07-25
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: David Rivas
Date of test: 07/25/2023
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: 72850 lb
Maximum load on cylinder 2: 72170 lb
Maximum load on cylinder 3: 71260 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: 8 days
Age of specimen in hours: no data
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: 5795.5 psi
Compressive strength of cylinder 2: 5741.4 psi
Compressive strength of cylinder 3: 5669.1 psi
Compressive strength (to nearest 10 psi): 5740 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| Concrete Test Report - 7 day break | 70.66 KB | 07/25/2023 | 2023-06-29-45-1 | Info |
Test was verified on 7/25/2023 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.