Summary for Test 2023-06-12-53-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-R10.4/30.2 |
| Award Date | 01/18/2022 |
| Closeout Date | Not set |
| Work Description | Highway widening, overhead signs, and electronic toll system. |
| Location Description | In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing. |
| QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
| Sample Taken Date | 06/12/2023 | Sample Unique Key | 53 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/26/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 3x6 Shotcrete Core | The quantity of what the sample constitutes | 3 Cores |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Mohan |
| Last name of sampler or witnessed by | Ayadurai | Title of sampler | SR |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Bridgeway | |
| Transportation Laboratory (TL) Number | 051721 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | Slope Paving | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete Core | Detail description | Shotcrete |
|---|---|---|---|
| Structure names | Slope Paving | Type of material | Shotcrete |
Test Details
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DIME Sample ID: 2023-06-12-53
DIME Test ID: 2023-06-12-53-1
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: 2023-07-05
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: 07/05/2023
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 2.78 in
Average diameter of cylinder 2: 2.78 in
Average diameter of cylinder 3: 2.77 in
Maximum load on cylinder 1: 29258 lbf
Maximum load on cylinder 2: 27328 lbf
Maximum load on cylinder 3: 32487 lbf
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 23 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 6.07 in^2
Cross sectional area of cylinder 2: 6.07 in^2
Cross sectional area of cylinder 3: 6.03 in^2
Compressive strength of cylinder 1: 4820.0 psi
Compressive strength of cylinder 2: 4502.0 psi
Compressive strength of cylinder 3: 5391.0 psi
Compressive strength (to nearest 10 psi): 4900 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 7/5/2023 ✔