Summary for Test 2022-08-04-51-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
| Award Date | 05/01/2019 |
| Closeout Date | 02/22/2024 |
| Work Description | Not set |
| Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
| QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
| Sample Taken Date | 08/04/2022 | Sample Unique Key | 51 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/22/2022 | 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 | J |
| Last name of sampler or witnessed by | Lee | 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 | 225399 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CT590 |
|---|---|---|---|
| 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 | Truck | 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: 2022-08-04-51
DIME Test ID: 2022-08-04-51-1
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: 2022-09-01
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: 09/01/2022
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.04 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.03 in
Maximum load on cylinder 1: 48670 lbf
Maximum load on cylinder 2: 50896 lbf
Maximum load on cylinder 3: 48135 lbf
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
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: 12.82 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength of cylinder 1: 3797.0 psi
Compressive strength of cylinder 2: 3990.0 psi
Compressive strength of cylinder 3: 3774.0 psi
Compressive strength (to nearest 10 psi): 3850 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 9/1/2022 ✔