Summary for Test 2022-03-31-18-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214969 DEA: 040J5604 EFIS: 0414000013 |
|---|---|
| DIST-CO-RTE-PM | 04-SCL-101,237-Var |
| Award Date | 03/29/2021 |
| Closeout Date | 11/25/2024 |
| Work Description | STRUCTURAL CONCRETE, BRIDGE REMOVAL (PORTIONS), AND CONCRETE BARRIER. |
| Location Description | SANTA CLARA COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 09/09/2020) |
Sample Information
| Sample Taken Date | 03/31/2022 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/07/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 2 cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Hoc |
| Last name of sampler or witnessed by | Doan | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | 05 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unkown | |
| 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 | Unknown |
|---|---|---|---|
| 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 | Truck | 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: 2022-03-31-18
DIME Test ID: 2022-03-31-18-1
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: 2022-04-28
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 04/28/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 186818 lb
Maximum load on cylinder 2: 182644 lb
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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 6629.5 psi
Compressive strength of cylinder 2: 6460.7 psi
Compressive strength (to nearest 10 psi): 6550 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/28/2022 ✔