Summary for Test 2022-02-07-4-2
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 | 02/07/2022 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 02/07/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 2 - 6x12 Concrete Cylinders |
| The quantity of what the sample constitutes | 9 CY - 20-0301 Abut 1 St 3 Pile 24 | 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 | 20-0301 | |
| Structure name | Rainier Ave UC Abut 1 Stg 3 Piles |
Material Information
| Material Type | Concrete | The concrete mix design number | 4700 |
|---|---|---|---|
| The truck number from where the sample was collected | 1456 | The batch plant ticket number from where the sample was collected | 419297 |
| Concrete batch plant | 138 Petaluma | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | CHUTE OF TRUCK | Where the material sample would have been placed if not sampled | 20 0301 Abut 3 St 3 pile 24 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-02-07-4
DIME Test ID: 2022-02-07-4-2
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: 2022-03-07
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 03/07/2022
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 264309 lbf
Maximum load on cylinder 2: 259161 lbf
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 9442.0 psi
Compressive strength of cylinder 2: 9258.0 psi
Compressive strength (to nearest 10 psi): 9350 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 3/7/2022 ✔