Summary for Test 2024-09-11-51-1
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 | Not set |
| 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 | 09/11/2024 | Sample Unique Key | 51 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 09/12/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 Concrete Cylinders |
| The quantity of what the sample constitutes | 162 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Nicholas | Last name of sampler or witnessed by | Mclean |
| Title of sampler | Transportation Engineer | Telephone number of sampler | 5306045121 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Mathews Readymix | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 12-E0008 | |
| Structure name | Pulga Wall 1 |
Material Information
| Material Type | Concrete | The concrete mix design number | G7215PA |
|---|---|---|---|
| The truck number from where the sample was collected | 598 | The batch plant ticket number from where the sample was collected | 16029426 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | Wall 1 Barrier Slab |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-09-11-51
DIME Test ID: 2024-09-11-51-1
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: 2024-11-06
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: 10/09/2024
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: 70200 lb
Maximum load on cylinder 2: 68200 lb
Maximum load on cylinder 3: 65590 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
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: 5584.7 psi
Compressive strength of cylinder 2: 5425.6 psi
Compressive strength of cylinder 3: 5218 psi
Compressive strength (to nearest 10 psi): 5410 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/6/2024 ✔