Summary for Test 2019-10-14-40-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 213477 DEA: 080H4704 EFIS: 0812000074 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-2-2.44 |
| Award Date | 09/28/2018 |
| Closeout Date | 01/18/2022 |
| Work Description | WIDEN BRIDGE TO ACCOMMODATE STANDARD SHOULDERS |
| Location Description | AT WRIGHTWOOD AT SHEEP CREEK BRIDGE |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 10/14/2019 | Sample Unique Key | 40 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/15/2019 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | MD |
| Last name of sampler or witnessed by | RAHMAN | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 1002-14 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | robertsons | |
| Transportation Laboratory (TL) Number | 20191014 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | SHEEP CREEK BRIDGE FOOTING ABUT 1 AND 2 | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | rrm19026 |
|---|---|---|---|
| The truck number from where the sample was collected | 1197 | The batch plant ticket number from where the sample was collected | 4586556 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Beador Construction |
| A detailed description of where the material sample was collected | 20 CY | Where the material sample would have been placed if not sampled | SHEEP CREEK BRIDGE FOOTING ABUT 1 AND 2 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-10-14-40
DIME Test ID: 2019-10-14-40-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-11-22
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 11/11/2019
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: 95070 lb
Maximum load on cylinder 2: 97200 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
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: 3362.9 psi
Compressive strength of cylinder 2: 3438.3 psi
Compressive strength (to nearest 10 psi): 3400 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/22/2019 ✔