Summary for Test 2020-02-20-24-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 214680 DEA: 030F2854 EFIS: 0319000205 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-99-7.1/9.4 |
| Award Date | 04/06/2020 |
| Closeout Date | 10/30/2020 |
| Work Description | Construct the temporary bridge superstructures, adjacent paving and pave temporary alignment |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 02/20/2020 | Sample Unique Key | 24 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/21/2020 | Sample type | Quality Control |
| A brief description of the sample | 6"x12" Cylinders | The quantity of what the sample constitutes | 2 |
| From where was the sample collected | Source | First name of sampler or witnessed by | Ferdinand |
| Last name of sampler or witnessed by | Rosal | Title of sampler | QC Technician |
| Telephone number of sampler | Laboratory sample identification | 1B 2-20-20 | |
| 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 | Voided Slabs | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | VER-80LV |
|---|---|---|---|
| The truck number from where the sample was collected | 4th | The batch plant ticket number from where the sample was collected | 5036 |
| Concrete batch plant | BP3 | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Bed 2, 4th Truck | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2020-02-20-24
DIME Test ID: 2020-02-20-24-1
Testing Lab: Con-Fab California Corporation - Lathrop
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-04-14
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ferdinand Rosal
Date of test: 02/21/2020
Capped in accordance with?: ASTM C1231
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 126479 lb
Maximum load on cylinder 2: 124472 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 1 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 4470 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/14/2020 ✔