Summary for Test 2023-05-09-22-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 215396 DEA: 042K8404 EFIS: 0417000031 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-29,80-0.0,0.8/1.6 |
| Award Date | 03/26/2021 |
| Closeout Date | 02/16/2024 |
| Work Description | HMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR. |
| Location Description | SOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 01/25/2021) |
Sample Information
| Sample Taken Date | 05/09/2023 | Sample Unique Key | 22 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/10/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Stage 3 Type 836 barrier | The quantity of what the sample constitutes | 21 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Nestor Angelo |
| Last name of sampler or witnessed by | Perez | Title of sampler | SR |
| Telephone number of sampler | 5103939319 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Central Plant Martinez | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 23-0259 | Structure name | Route 80/29 Separation |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | D20115EA |
|---|---|---|---|
| The truck number from where the sample was collected | 4 | The batch plant ticket number from where the sample was collected | 335801 |
| Concrete batch plant | Central Plant Martinez | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Concrete from wheelbarrow | Where the material sample would have been placed if not sampled | Stage 3 Type 836 barrier |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-05-09-22
DIME Test ID: 2023-05-09-22-1
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: 2023-06-06
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: 06/06/2023
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.03 in
Average diameter of cylinder 2: 4.05 in
Average diameter of cylinder 3: 4.03 in
Maximum load on cylinder 1: 65745 lbf
Maximum load on cylinder 2: 62728 lbf
Maximum load on cylinder 3: 61184 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 4
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.76 in^2
Cross sectional area of cylinder 2: 12.88 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength of cylinder 1: 5154.0 psi
Compressive strength of cylinder 2: 4869.0 psi
Compressive strength of cylinder 3: 4797.0 psi
Compressive strength (to nearest 10 psi): 4940 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 6/6/2023 ✔