Summary for Test 2017-05-08-6-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 212091 DEA: 044K3904 EFIS: 0417000305 |
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DIST-CO-RTE-PM | 04-SON-1-25.2/25.2, 25.1/25.2 |
Award Date | 02/07/2017 |
Closeout Date | 03/05/2018 |
Work Description | const SPW repair slipout |
Location Description | Near Jenner at 1.2 miles north of Maniz Ranch Road |
QA Service Level | 1 (Verified on 03/03/2017) |
Sample Information
Sample Taken Date | 05/08/2017 | Sample Unique Key | 6 |
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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 | 05/11/2017 |
Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | c | Last name of sampler or witnessed by | law |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 256431 |
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 | 72102503F |
---|---|---|---|
The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | Unknown |
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: 2017-05-08-6
DIME Test ID: 2017-05-08-6-1
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: 2017-05-15
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: 05/15/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 113062 lb
Maximum load on cylinder 2: 109782 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3972.7 psi
Compressive strength of cylinder 2: 3869.7 psi
Compressive strength (to nearest 10 psi): 3920 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 5/15/2017 ✔