Summary for Test 2022-04-28-11-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 215304 DEA: 010E0814 EFIS: 0118000172 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-20,29,175-Var |
| Award Date | 09/20/2021 |
| Closeout Date | 06/16/2025 |
| Work Description | Replace & widen bridges |
| Location Description | LAKE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 11/04/2020) |
Sample Information
| Sample Taken Date | 04/28/2022 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/28/2022 | Sample type | Quality Control |
| A brief description of the sample | 1 cubic ft. of Concrete taken from middle of batching | The quantity of what the sample constitutes | 1 cubic ft. of Concrete for Testing |
| From where was the sample collected | Manufacturer | 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 | ||
| Bid Item | Not set |
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 | 4876 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Bed 5, 2nd 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: 2022-04-28-11
DIME Test ID: 2022-04-28-11-1
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: 2022-05-02
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ferdinand Rosal
Date of test: 04/29/2022
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 8.75 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: 50500 lb
Maximum load on cylinder 2: 52600 lb
Maximum load on cylinder 3: 54000 lb
Type of fracture pattern of cylinder 1: 2
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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
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): 4160 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/2/2022 ✔