Summary for Test 2020-07-21-27-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 213747 DEA: 080Q9104 EFIS: 0800020580 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-R23.8 |
| Award Date | 01/30/2019 |
| Closeout Date | 07/27/2022 |
| Work Description | RETROFIT BRIDGE PIER WALLS, FOOTINGS AND POLYESTER CONCRETE OVERLAY. |
| Location Description | SAN BERNARDINO COUNTY IN COLTON AT THE SANTA ANA RIVER BRIDGES |
| QA Service Level | 1 (Verified on 03/18/2019) |
Sample Information
| Sample Taken Date | 07/21/2020 | Sample Unique Key | 27 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/29/2020 | Sample type | Quality Assurance |
| A brief description of the sample | Concrete Cylinders | The quantity of what the sample constitutes | 55 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Eddy |
| Last name of sampler or witnessed by | Scott | Title of sampler | AST |
| Telephone number of sampler | Laboratory sample identification | 1017-14 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Holiday Rock | |
| Transportation Laboratory (TL) Number | 1017-14 | 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 | 3H40H008 |
|---|---|---|---|
| The truck number from where the sample was collected | 638 | The batch plant ticket number from where the sample was collected | 131013656 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | Pier Wall 5Q Left and Right |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2020-07-21-27
DIME Test ID: 2020-07-21-27-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-08-21
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: 08/18/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 139910 lb
Maximum load on cylinder 2: 144900 lb
Type of fracture pattern of cylinder 1: 2
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: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4949.1 psi
Compressive strength of cylinder 2: 5125.6 psi
Compressive strength (to nearest 10 psi): 5040 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/21/2020 ✔