Summary for Test 2021-10-18-20-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214562 DEA: 040J7104 EFIS: 0414000029 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-1.8/4.4 |
| Award Date | 03/17/2020 |
| Closeout Date | 02/29/2024 |
| Work Description | RAISE BRIDGE AND PLACE STRUCTURAL CONCRETE. |
| Location Description | SOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 12/03/2019) |
Sample Information
| Sample Taken Date | 10/18/2021 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 10/19/2021 |
| Sample type | Quality Assurance | A brief description of the sample | Benicia Pier Caps |
| The quantity of what the sample constitutes | 6 cylinders | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | Biando |
| Title of sampler | Assitant Structural Rep | Telephone number of sampler | 510-385-6306 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SYAR Napa | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Benicia Road OC - 23-0088 |
Material Information
| Material Type | Concrete | The concrete mix design number | CT072dr8m |
|---|---|---|---|
| The truck number from where the sample was collected | 1 | The batch plant ticket number from where the sample was collected | 86001031 |
| Concrete batch plant | Syar Napa Quarry | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Load 1 from tailgate | 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: 2021-10-18-20
DIME Test ID: 2021-10-18-20-1
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: 2021-10-25
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: 10/25/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 54184 lbf
Maximum load on cylinder 2: 53374 lbf
Maximum load on cylinder 3: 51969 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: 12.69 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 4269.0 psi
Compressive strength of cylinder 2: 4205.0 psi
Compressive strength of cylinder 3: 4094 psi
Compressive strength (to nearest 10 psi): 4190 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 10/25/2021 ✔