Summary for Test 2024-08-01-2-5
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 1000496 DEA: 031N1904 EFIS: 0324000313 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-113-10.54 |
| Award Date | 06/06/2024 |
| Closeout Date | 12/24/2024 |
| Work Description | Box Culverts |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/28/2024) |
Sample Information
| Sample Taken Date | 08/01/2024 | Sample Unique Key | 2 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/01/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Type II/V PCC Corrosive Mix |
| The quantity of what the sample constitutes | 15 - 4x8 Cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Aleksei | Last name of sampler or witnessed by | Kaufman |
| Title of sampler | Assistant Structure RepresentativeTypl | Telephone number of sampler | 916-799-6421 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Cemex - West Sacramento | 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 | 1604795 |
|---|---|---|---|
| The truck number from where the sample was collected | 10077031 | The batch plant ticket number from where the sample was collected | 85626457 |
| Concrete batch plant | Cemex West Sacramento | 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 | Culvert Roof Repair |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-08-01-2
DIME Test ID: 2024-08-01-2-5
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: 2024-09-12
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 09/12/2024
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 62135 lbf
Maximum load on cylinder 2: 64916 lbf
Maximum load on cylinder 3: 76869 lbf
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: 42 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 4895.0 psi
Compressive strength of cylinder 2: 5166.0 psi
Compressive strength of cylinder 3: 6087.0 psi
Compressive strength (to nearest 10 psi): 5380 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 3
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 3
Source: Bluehill Data Point File
Test graph for Cylinder Code 3 of 3
Test was verified on 9/12/2024 ✔