Summary for Test 2023-10-23-21-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 994646 DEA: 043Q5804 EFIS: 0419000226 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-12,37,80,505,680,780-VAR |
| Award Date | 06/29/2023 |
| Closeout Date | 03/27/2024 |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY AND CONSTRUCT APPROACH SLAB. |
| Location Description | SOLANO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/11/2023) |
Sample Information
| Sample Taken Date | 10/23/2023 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/25/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Structural Concrete | The quantity of what the sample constitutes | 18 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Kambiz |
| Last name of sampler or witnessed by | Kouchesfani | Title of sampler | QA Inspector |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cemex | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 23-0175G | Structure name | E37-E80 Connector |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 1615674 |
|---|---|---|---|
| The truck number from where the sample was collected | 2 | The batch plant ticket number from where the sample was collected | 10072281 |
| Concrete batch plant | 4132 Cordelia Rd | The fabricator/manufacturer designation for the sample | Cemex |
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | Pedestal for Bridge Jacking |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-10-23-21
DIME Test ID: 2023-10-23-21-2
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: 2023-11-02
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: 11/02/2023
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.04 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.06 in
Maximum load on cylinder 1: 51298 lbf
Maximum load on cylinder 2: 48071 lbf
Maximum load on cylinder 3: 52101 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: 10 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.82 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.95 in^2
Compressive strength of cylinder 1: 4002.0 psi
Compressive strength of cylinder 2: 3769.0 psi
Compressive strength of cylinder 3: 4024.0 psi
Compressive strength (to nearest 10 psi): 3930 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 11/2/2023 ✔