Summary for Test 2022-03-22-10-1
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 | 03/22/2022 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 03/25/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 3 cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Phu | Last name of sampler or witnessed by | Than |
| 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 | 023655 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Tennessee OC |
Material Information
| Material Type | Concrete | The concrete mix design number | CT063AC5 |
|---|---|---|---|
| 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 | Tailgate Load 2 | 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: 2022-03-22-10
DIME Test ID: 2022-03-22-10-1
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: 2022-04-01
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: 04/01/2022
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.04 in
Average diameter of cylinder 2: 4.04 in
Average diameter of cylinder 3: 4.03 in
Maximum load on cylinder 1: 54331 lbf
Maximum load on cylinder 2: 53830 lbf
Maximum load on cylinder 3: 53993 lbf
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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 10 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.82 in^2
Cross sectional area of cylinder 2: 12.82 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength of cylinder 1: 4238.0 psi
Compressive strength of cylinder 2: 4199.0 psi
Compressive strength of cylinder 3: 4233 psi
Compressive strength (to nearest 10 psi): 4220 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 4/1/2022 ✔