Summary for Test 2022-04-22-12-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210673 DEA: 042640F4 EFIS: 0400020132 COOP: 042308A3 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-- |
| Award Date | 08/08/2019 |
| Closeout Date | 02/16/2024 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
| Sample Taken Date | 04/22/2022 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 04/25/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 2 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 129 CY Structural Concrete Retaining Wall | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Philip | Last name of sampler or witnessed by | Latasa |
| Title of sampler | TEC | Telephone number of sampler | 17072460441 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Shamrock Materials | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 20-E0101 | |
| Structure name | RW3 Wall |
Material Information
| Material Type | Concrete | The concrete mix design number | 4201A |
|---|---|---|---|
| The truck number from where the sample was collected | 1415 | The batch plant ticket number from where the sample was collected | 422512 |
| Concrete batch plant | 138 | The fabricator/manufacturer designation for the sample | Shamrock Materials |
| A detailed description of where the material sample was collected | CHUTE OF TRUCK | Where the material sample would have been placed if not sampled | RW3 Wall st 1096 to 1168 1408 to 1480 1720 to 1787 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-04-22-12
DIME Test ID: 2022-04-22-12-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-05-20
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 05/20/2022
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.96 in
Maximum load on cylinder 1: 196402 lbf
Maximum load on cylinder 2: 197535 lbf
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
Correction factor for cylinder 2: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.9 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Compressive strength of cylinder 1: 7040.0 psi
Compressive strength of cylinder 2: 7080.0 psi
Compressive strength (to nearest 10 psi): 7060 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 2
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 5/20/2022 ✔