Summary for Test 2024-07-02-83-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 212470 DEA: 044A1304 EFIS: 0400001106 COOP: 042718 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-101-18.5/18.5 |
| Award Date | 11/17/2023 |
| Closeout Date | Not set |
| Work Description | CONSISTS OF MODIFICATION AND RECONSTRUCTION OF THE EXISTING US 101/HEARN AVENUE INTERCHANGE IN SONOMA COUNTY, INCLUDING REPLACING THE EXISTING TWO-LANE HEARN AVENUE OVERCROSSING WITH A NEW OVERCROSSING, AND MODIFYING THE SOUTHBOUND OFF-RAMP IN CITY |
| Location Description | IN SONOMA COUNTY. |
| QA Service Level | 1 (Verified on 09/23/2019) |
Sample Information
| Sample Taken Date | 07/02/2024 | Sample Unique Key | 83 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/02/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 3 Cylinders | The quantity of what the sample constitutes | 3 cylinders |
| From where was the sample collected | Source | First name of sampler or witnessed by | Ryan |
| Last name of sampler or witnessed by | Parr | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | KieCon Antioch | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 121599 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | KieCon Antioch | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Kie Con Antioch | 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: 2024-07-02-83
DIME Test ID: 2024-07-02-83-1
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-07-26
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Nikhil Moon
Date of test: 07/16/2024
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 1 lb
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 87962 lb
Maximum load on cylinder 2: 87962 lb
Maximum load on cylinder 3: 87962 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): Strength is greater than 7000 psi, machine capacity is 7000 psi
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 14 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.622 in^2
Cross sectional area of cylinder 2: 12.622 in^2
Cross sectional area of cylinder 3: 12.685 in^2
Compressive strength (to nearest 10 psi): 7000 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Strength is greater than 7000 psi, machine capacity is 7000 psi
Test was verified on 7/26/2024 ✔