Summary for Test 2020-10-29-2-2
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 213700 DEA: 020H9004 EFIS: 0215000077 |
|---|---|
| DIST-CO-RTE-PM | 02-BUT-70-41.9/42.3 |
| Award Date | 05/07/2020 |
| Closeout Date | 11/01/2021 |
| Work Description | REMOVE CULVERTS AND CONSTRUCT BRIDGE |
| Location Description | BUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING |
| QA Service Level | 1 (Verified on 01/03/2019) |
Sample Information
| Sample Taken Date | 10/29/2020 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/29/2020 | Sample type | Quality Control |
| A brief description of the sample | PCC 6"x12" test cylinder | The quantity of what the sample constitutes | 1 girder |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Roberto |
| Last name of sampler or witnessed by | Reyes | 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 | SCC-S98-25FA |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 2629 | |
| 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: 2020-10-29-2
DIME Test ID: 2020-10-29-2-2
Testing Lab: Con-Fab California Corporation - Shafter
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-11-04
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Roberto Reyes Perez
Date of test: 10/30/2020
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C1231
Maximum load on cylinder 1: 147745 lb
Maximum load on cylinder 2: 145490 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
Age of specimen in hours: 0 hours
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): 5190 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/4/2020 ✔