Summary for Test 2024-06-18-4-4
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 995485 DEA: 031H1304 EFIS: 0316000059 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,SAC-12-0/0.7 |
| Award Date | 03/29/2024 |
| Closeout Date | Not set |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY AND REPLACE BRIDGE RAILING. |
| Location Description | SOLANO AND SACRAMENTO COUNTIES IN AND NEAR RIO VISTA FROM VIRGINIA DRIVE TO ROUTE 160 |
| QA Service Level | 1 (Verified on 01/17/2024) |
Sample Information
| Sample Taken Date | 06/18/2024 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 06/18/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 4 x 8 concrete cylinders |
| The quantity of what the sample constitutes | 15 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Robert | Last name of sampler or witnessed by | Ferris |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 294051 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | Unknown |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Volumetric 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: 2024-06-18-4
DIME Test ID: 2024-06-18-4-4
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: 2024-07-02
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: 07/02/2024
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 53693 lbf
Maximum load on cylinder 2: 46011 lbf
Maximum load on cylinder 3: 44491 lbf
Type of fracture pattern of cylinder 1: 4
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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 4251.0 psi
Compressive strength of cylinder 2: 3643.0 psi
Compressive strength of cylinder 3: 3505 psi
Compressive strength (to nearest 10 psi): 3800 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 7/2/2024 ✔