Summary for Test 2020-10-14-14-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 214702 DEA: 030F2864 EFIS: 0320000123 |
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DIST-CO-RTE-PM | 03-SAC-99-7.92 / 8.4 |
Award Date | 06/24/2020 |
Closeout Date | 11/28/2023 |
Work Description | Remove and replace Consumnes River and Consumnes River Overflow bridge |
Location Description | Sacramento County |
QA Service Level | 1 (Verified on 04/20/2020) |
Sample Information
Sample Taken Date | 10/14/2020 | Sample Unique Key | 14 |
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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 | 10/15/2020 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | two cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | thien | Last name of sampler or witnessed by | thach |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Collected at jobsite | Transportation Laboratory (TL) Number | 280810 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 1519161 |
---|---|---|---|
The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 000000 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | left WW 2 inch piles | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-10-14-14
DIME Test ID: 2020-10-14-14-1
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: 2020-11-12
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: PM
Date of test: 11/12/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 164746 lbf
Maximum load on cylinder 2: 155590 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: 29 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 5885.0 psi
Compressive strength of cylinder 2: 5558.0 psi
Compressive strength (to nearest 10 psi): 5720 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
Test graph for Cylinder Code 2 of 2
Test was verified on 11/12/2020 ✔