Summary for Test 2023-01-26-74-1
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
| Award Date | 04/23/2021 |
| Closeout Date | Not set |
| Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 01/26/2023 | Sample Unique Key | 74 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 01/27/2023 |
| Sample type | Quality Assurance | A brief description of the sample | structural concrete |
| The quantity of what the sample constitutes | 300 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Martin | Last name of sampler or witnessed by | Garcia |
| Title of sampler | Inspector | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 46-0279 | |
| Structure name | Stem and Soffit |
Material Information
| Material Type | Concrete | The concrete mix design number | 85Q41SIP |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 116623 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | Bent 4 Span3 Stem and soffit |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-01-26-74
DIME Test ID: 2023-01-26-74-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-02-23
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 02/23/2023
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 91370 lb
Maximum load on cylinder 2: 94010 lb
Maximum load on cylinder 3: 89130 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 27 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 7234.4 psi
Compressive strength of cylinder 2: 7478.9 psi
Compressive strength of cylinder 3: 7090.7 psi
Compressive strength (to nearest 10 psi): 7270 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/23/2023 ✔