Summary for Test 2024-12-04-14-1
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 994309 DEA: 033H5404 EFIS: 0318000012 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-70-46.0/47.0 |
| Award Date | 02/10/2023 |
| Closeout Date | 07/31/2026 |
| Work Description | RAISE ALIGNMENT, PLACE HMA, STRUCTURAL CONCRETE & BRIDGE RAIL. |
| Location Description | BUTTE COUNTY NEAR PARADISE FROM 0.8 MILE WEST OF SHADY REST AREA TO 0.2 MILE EAST OF SHADY REST AREA |
| QA Service Level | 1 (Verified on 10/04/2022) |
Sample Information
| Sample Taken Date | 12/04/2024 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/05/2024 | Sample type | Quality Assurance |
| A brief description of the sample | Portland Cement Concrete | The quantity of what the sample constitutes | 9 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Adam |
| Last name of sampler or witnessed by | Scardaci | Title of sampler | Structure Representative |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mathews Ready Mix | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Bear Creek Bridge, and Wall #2 | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | G7215PA |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 16030914 | |
| Concrete batch plant | Mathews Readymix Oroville | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Chute of the concrete truck | Where the material sample would have been placed if not sampled | Bear Creek Bridge and Wall #2 CA ST-75 Rail Curb, 0-110 ft |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-12-04-14
DIME Test ID: 2024-12-04-14-1
Testing Lab: CT D03 - Chico Field Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-01-17
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Brad McKeehan
Date of test: 01/01/2025
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 60300 lb
Maximum load on cylinder 2: 60300 lb
Maximum load on cylinder 3: 58590 lb
Type of fracture pattern of cylinder 1: 5
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): 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 of cylinder 1: 4797.1 psi
Compressive strength of cylinder 2: 4797.1 psi
Compressive strength of cylinder 3: 4661.1 psi
Compressive strength (to nearest 10 psi): 4750 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/17/2025 ✔