Summary for Test 2023-05-15-5-5
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 | 05/15/2023 | Sample Unique Key | 5 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 05/16/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Stage 3 Closure Pour |
| The quantity of what the sample constitutes | 18 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Angelo | Last name of sampler or witnessed by | Perez |
| Title of sampler | SR | Telephone number of sampler | 510-393-9319 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Central 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 |
Material Information
| Material Type | Concrete | The concrete mix design number | D101C5RS |
|---|---|---|---|
| The truck number from where the sample was collected | 6203 | The batch plant ticket number from where the sample was collected | 339865 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | concrete sample from wheelbarrow | Where the material sample would have been placed if not sampled | stage 3 closure pour L EOD |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-05-15-5
DIME Test ID: 2023-05-15-5-5
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: 2023-05-22
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: 05/22/2023
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 30786 lbf
Maximum load on cylinder 2: 31879 lbf
Maximum load on cylinder 3: 46512 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 2438.0 psi
Compressive strength of cylinder 2: 2512.0 psi
Compressive strength of cylinder 3: 3683 psi
Compressive strength (to nearest 10 psi): 2880 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 5/22/2023 ✔