Summary for Test 2021-05-20-37-1
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 214909 DEA: 120N8604 EFIS: 1214000123 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-73-23.7/24.1 |
| Award Date | 06/25/2020 |
| Closeout Date | 01/09/2023 |
| Work Description | REPLACE STRUCTURAL CONCRETE BRIDGE & RETAINING WALL; & PLACE HMA. |
| Location Description | ORANGE COUNTY IN NEWPORT BEACH FROM 0.3 MILE NORTH OF BISON AVENUE TO 0.3 MILE SOUTH OF UNIVERSITY DRIVE |
| QA Service Level | 1 (Verified on 07/21/2020) |
Sample Information
| Sample Taken Date | 05/20/2021 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/21/2021 | Sample type | Quality Control |
| A brief description of the sample | CIP | The quantity of what the sample constitutes | Between 0-100 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jerrod |
| Last name of sampler or witnessed by | Williams | Title of sampler | |
| Telephone number of sampler | 7149746316 | Laboratory sample identification | C052021-100 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Robertson's | |
| 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 | SC675B38 |
|---|---|---|---|
| The truck number from where the sample was collected | 1732 | The batch plant ticket number from where the sample was collected | 6136684 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | SC675B38 | |
| A detailed description of where the material sample was collected | Jobsite | 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: 2021-05-20-37
DIME Test ID: 2021-05-20-37-1
Testing Lab: Sequoia Consultants
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-02-18
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Clay Morris
Date of test: 06/17/2021
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 120510 lb
Maximum load on cylinder 2: 120510 lb
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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 4160 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/18/2022 ✔