Summary for Test 2021-06-03-1-1
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 215075 DEA: 060Q9104 EFIS: 0614000005 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-19.2/19.8 |
| Award Date | 09/25/2020 |
| Closeout Date | 05/11/2023 |
| Work Description | BRIDGE DECK AND OUTSIDE GIRDER REPLACEMENT. |
| Location Description | TULARE COUNTY NEAR TIPTON FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF AVENUE 152 OVERCROSSING |
| QA Service Level | 1 (Verified on 07/28/2020) |
Sample Information
| Sample Taken Date | 06/03/2021 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/04/2021 | Sample type | Quality Assurance |
| A brief description of the sample | (2) 6"x12" Cylinders | The quantity of what the sample constitutes | (2) 6"x12" Cylinders |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Rigoberto |
| Last name of sampler or witnessed by | Marin | Title of sampler | AMR |
| Telephone number of sampler | 9515000685 | 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 | L133-065-21 | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SCC S9 8 0F |
|---|---|---|---|
| The truck number from where the sample was collected | 2 | The batch plant ticket number from where the sample was collected | 1283 |
| Concrete batch plant | SPC onsite batch plant | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | At pour location | Where the material sample would have been placed if not sampled | Girder |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2021-06-03-1
DIME Test ID: 2021-06-03-1-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-07-07
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 07/01/2021
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 281040 lb
Maximum load on cylinder 2: 290810 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 9906.2 psi
Compressive strength of cylinder 2: 10218.2 psi
Compressive strength (to nearest 10 psi): 10060 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/7/2021 ✔