Summary for Test 2024-06-18-4-2
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 | 05/23/2025 |
| 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 |
|---|---|---|---|
| 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 | ||
| Bid Item | Not set |
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: 2024-06-18-4-2
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: 2024-06-18
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 06/18/2024
Capped in accordance with?: ASTM C39 - Ground End
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: 49085 lb
Maximum load on cylinder 2: 50048 lb
Maximum load on cylinder 3: 49003 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
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: 0 days
Age of specimen in hours: 4 hours
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: 3886.4 psi
Compressive strength of cylinder 2: 3962.6 psi
Compressive strength of cylinder 3: 3861.5 psi
Compressive strength (to nearest 10 psi): 3900 psi
General comments (publicly viewable) (Max 1000 characters): Sampled at 9:30 am, requested a 4 hour break. Note: Break 6/18 @1:30pm
Test was verified on 6/18/2024 ✔