Summary for Test 2023-06-01-53-1
Test performed: ASTM C39-21Project 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 | Not set |
| 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 | 06/01/2023 | Sample Unique Key | 53 |
|---|---|---|---|
| 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 | 06/02/2023 |
| Sample type | Quality Control | A brief description of the sample | 1cubic ft. of Concrete for Testing |
| The quantity of what the sample constitutes | 1cubic ft. of Concrete for Testing | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Mark Patrick | Last name of sampler or witnessed by | Baddu |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Con-Fab California, LLC | 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 | VER-85LV |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 8672 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Bed 2, 3rd 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: 2023-06-01-53
DIME Test ID: 2023-06-01-53-1
Testing Lab: Con-Fab California Corporation - Lathrop
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-06-08
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Patrick Wright
Date of test: 06/02/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 8.85 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: 60835 lb
Maximum load on cylinder 2: 61235 lb
Maximum load on cylinder 3: 63795 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 4
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: 1 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.56 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 4930 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/8/2023 ✔