Summary for Test 2022-12-23-26-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 993279 DEA: 010E0904 EFIS: 0113000123 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-20-33.3/34.4 |
| Award Date | 05/06/2022 |
| Closeout Date | 04/22/2026 |
| Work Description | CONSTRUCT NEW BRIDGE, REMOVE TWO BRIDGES, EARTHWORK AND PAVING. (Bridge No. 10-0310) |
| Location Description | MENDOCINO COUNTY NEAR UKIAH FROM 0.3 MILE WEST OF RUSSIAN RIVER BRIDGE AND OVERHEAD TO 0.3 MILE EAST OF COUNTY ROAD 144 |
| QA Service Level | 1 (Verified on 10/04/2021) |
Sample Information
| Sample Taken Date | 12/23/2022 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/24/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 4x8 concrete cylinders | The quantity of what the sample constitutes | 10 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Riley |
| Last name of sampler or witnessed by | Melvin | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Nor-Cal | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 10-0310 | Structure name | Russian River BOH |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 718034A |
|---|---|---|---|
| The truck number from where the sample was collected | 1 | The batch plant ticket number from where the sample was collected | 43283 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of 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: 2022-12-23-26
DIME Test ID: 2022-12-23-26-1
Testing Lab: CT SC - 3667 - Redwood Valley/Fort Bragg
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-05-08
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Riley Melvin
Date of test: 01/20/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 9.15 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 97010 lb
Maximum load on cylinder 2: 98010 lb
Maximum load on cylinder 3: 95710 lb
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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 7710 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2023 ✔