Summary for Test 2021-06-15-18-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 214114 DEA: 040A5394 EFIS: 0418000244 |
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DIST-CO-RTE-PM | 04-SOL-80,12-11.4/12.8, 2.1/2.8 |
Award Date | Not set |
Closeout Date | 02/24/2023 |
Work Description | Widen EB SR-12 Connector, Construct 3 ramps & 2 box girder bridges, remove existing bridge, etc. |
Location Description | I-80/I-680/Route 12 Interchange |
QA Service Level | 1 (Verified on 04/23/2019) |
Sample Information
Sample Taken Date | 06/15/2021 | Sample Unique Key | 18 |
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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 | 06/19/2021 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Alex | Last name of sampler or witnessed by | Lana |
Title of sampler | ASR | Telephone number of sampler | 510-714-7055 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | MCM | Transportation Laboratory (TL) Number | 051919 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 23-02576 | |
Structure name | Stem and Soffit |
Material Information
Material Type | Concrete | The concrete mix design number | 1615776 |
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The truck number from where the sample was collected | Pour 18 | 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 | Bent 2 | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-06-15-18
DIME Test ID: 2021-06-15-18-1
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: 2021-06-29
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 06/29/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 183694 lbf
Maximum load on cylinder 2: 173493 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 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
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.9 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 6584.0 psi
Compressive strength of cylinder 2: 6198.0 psi
Compressive strength (to nearest 10 psi): 6390 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 2
Source: Bluehill Data Point File