Summary for Test 2023-05-09-5-1
Test performed: ASTM C39-21
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Project Information
| Project Identifiers | Project ID: 993279 DEA: 010E0904 EFIS: 0113000123 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-20-33.3/34.4 |
| Award Date | 05/06/2022 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT NEW BRIDGE, REMOVE TWO BRIDGES, EARTHWORK AND PAVING. (Bridge No. 10-0310) |
| Location Description | MENDOCINO COUNTY NEAR UKIAH FROM 0.3 MILE WEST OF RUSSIAN RIVER BRIDGE AND OVERHEAD TO 0.3 MILE EAST OF COUNTY ROAD 144 |
| QA Service Level | 1 (Verified on 10/04/2021) |
Sample Information
| Sample Taken Date | 05/09/2023 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 05/05/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3x 4x8 cylinders |
| The quantity of what the sample constitutes | 300 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Riley | Last name of sampler or witnessed by | Melvin |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Nor-Cal | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 10-0310 | |
| Structure name | Russian River BOH |
Material Information
| Material Type | Concrete | The concrete mix design number | 718034A |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 43948 | |
| Concrete batch plant | 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: 2023-05-09-5
DIME Test ID: 2023-05-09-5-1
Testing Lab: CT SC - 3667 - Redwood Valley/Fort Bragg
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-05-09
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Kari Forbes
Date of test: 05/09/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 9.15 lb
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: 90000 lb
Maximum load on cylinder 2: 90000 lb
Maximum load on cylinder 3: 90000 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 28 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 (to nearest 10 psi): 7450 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/9/2023 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.