Summary for Test 2016-05-23-5-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 210866 DEA: 042G8504 EFIS: 0412000008 |
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DIST-CO-RTE-PM | 04-ALA-580-R4.0 |
Award Date | 01/11/2016 |
Closeout Date | 12/21/2017 |
Work Description | CONSTRUCT A 600 FOOT SOLDIER PILE AND LAGGING WALL WITH GROUND ANCHOR |
Location Description | CONSTRUCT A 600 FOOT SOLDIER PILE AND LAGGING WALL WITH GROUND ANCHOR |
QA Service Level | 1 (Verified on 10/27/2015) |
Sample Information
Sample Taken Date | 05/23/2016 | Sample Unique Key | 5 |
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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 | 05/25/2016 |
Sample type | Quality Control | 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 | mmmmmmmmmmmmmmmmm | Last name of sampler or witnessed by | mmmmmmmmmm |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Collected at jobsite | Transportation Laboratory (TL) Number | 180007 |
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 | DDPP8Q2 |
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The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 00000000000 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Jobsite | 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: 2016-05-23-5
DIME Test ID: 2016-05-23-5-1
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: 2016-06-20
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: 06/20/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 158354 lb
Maximum load on cylinder 2: 158502 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: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 5637.4 psi
Compressive strength of cylinder 2: 5624.6 psi
Compressive strength (to nearest 10 psi): 5630 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 6/20/2016 ✔