Summary for Test 2018-06-19-8-3
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 212867 DEA: 033F9204 EFIS: 0313000239 |
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DIST-CO-RTE-PM | 03-NEV-80-19.1,27.4 |
Award Date | 02/12/2018 |
Closeout Date | 05/05/2020 |
Work Description | REPLACE SAND AND SALT HOUSES. |
Location Description | NEVADA COUNTY IN TRUCKEE AT THE DONNER PASS INSPECTION FACILITY AND AT FLORISTON AT THE FLORISTON SAND AND SALT HOUSES |
QA Service Level | 1 (Verified on 12/18/2017) |
Sample Information
Sample Taken Date | 06/19/2018 | Sample Unique Key | 8 |
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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 | 06/21/2018 |
Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | concrete cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | j | Last name of sampler or witnessed by | harline |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | pnp | Transportation Laboratory (TL) Number | 175002 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | 65417 |
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The truck number from where the sample was collected | 45 | The batch plant ticket number from where the sample was collected | 19-trk 45 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Unknown | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-06-19-8
DIME Test ID: 2018-06-19-8-3
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: 2018-07-17
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 07/17/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 118776 lb
Maximum load on cylinder 2: 122612 lb
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4158.8 psi
Compressive strength of cylinder 2: 4321.9 psi
Compressive strength (to nearest 10 psi): 4240 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 7/17/2018 ✔