Summary for Test 2021-04-26-18-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 214837 DEA: 031E0504 EFIS: 0300020600 |
---|---|
DIST-CO-RTE-PM | 03-PLA-80-31.5/36.9 |
Award Date | 06/04/2020 |
Closeout Date | 09/27/2021 |
Work Description | REPLACE CULVERT AND DRAINAGE SYSTEM. |
Location Description | PLACER COUNTY FROM WEST OF ILLINOIS TOWN OVERCROSSING TO EAST OF CAPE HORN UNDERCROSSING |
QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
Sample Taken Date | 04/26/2021 | Sample Unique Key | 18 |
---|---|---|---|
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 | 04/30/2021 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 1 Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jacob | Last name of sampler or witnessed by | Cowley |
Title of sampler | ARE | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Lamassu | Transportation Laboratory (TL) Number | 204404 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Lining and Cementitious Culvert |
Material Information
Material Type | Concrete | The concrete mix design number | Unknown |
---|---|---|---|
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 | Jobsite | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-04-26-18
DIME Test ID: 2021-04-26-18-1
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: 2021-05-25
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: 05/24/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 2.99 in
Average diameter of cylinder 2: 3.00 in
Maximum load on cylinder 1: 77236 lbf
Maximum load on cylinder 2: 70615 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.02 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Compressive strength of cylinder 1: 11,000.0 psi
Compressive strength of cylinder 2: 9,990.0 psi
Compressive strength (to nearest 10 psi): 10500 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 5/25/2021 ✔