Summary for Test 2022-01-24-17-3
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214702 DEA: 030F2864 EFIS: 0320000123 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-99-7.92 / 8.4 |
| Award Date | 06/24/2020 |
| Closeout Date | 11/28/2023 |
| Work Description | Remove and replace Consumnes River and Consumnes River Overflow bridge |
| Location Description | Sacramento County |
| QA Service Level | 1 (Verified on 04/20/2020) |
Sample Information
| Sample Taken Date | 01/24/2022 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 01/25/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 9 Cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | P | Last name of sampler or witnessed by | Tran |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite | Transportation Laboratory (TL) Number | 225385 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Abutment 6 Approach Slab |
Material Information
| Material Type | Concrete | The concrete mix design number | 547 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| 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 | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-01-24-17
DIME Test ID: 2022-01-24-17-3
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: 2022-02-22
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 02/22/2022
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.04 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.04 in
Maximum load on cylinder 1: 71466 lbf
Maximum load on cylinder 2: 71589 lbf
Maximum load on cylinder 3: 73946 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1
Age of specimen: 29 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.82 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.82 in^2
Compressive strength of cylinder 1: 5575.0 psi
Compressive strength of cylinder 2: 5612.0 psi
Compressive strength of cylinder 3: 5768 psi
Compressive strength (to nearest 10 psi): 5650 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 3
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 3
Source: Bluehill Data Point File
Test graph for Cylinder Code 3 of 3
Test was verified on 2/22/2022 ✔