Summary for Test 2015-04-01-5-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 209573 DEA: 041A5514 EFIS: 0400000496 |
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DIST-CO-RTE-PM | 04-SF-101,280-1.5/1.8,R4.1/R4.4 |
Award Date | 09/12/2014 |
Closeout Date | 01/20/2016 |
Work Description | REPLACE BARRIER RAILINGS |
Location Description | THE CITY AND COUNTY OF SAN FRANCISCO ON ROUTE 101 AND ROUTE 280 AT ROUTE 101/280 SEPARATION. |
QA Service Level | 1 (Verified on 05/12/2014) |
Sample Information
Sample Taken Date | 04/01/2015 | 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 | 04/03/2015 |
Sample type | Verification | A brief description of the sample | concrete cylinders |
The quantity of what the sample constitutes | 2 concrete cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Raul | Last name of sampler or witnessed by | Domingo |
Title of sampler | inpsector | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | 201468 |
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 | na |
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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 | na |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | field | Where the material sample would have been placed if not sampled | Not set |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-04-01-5
DIME Test ID: 2015-04-01-5-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-04-29
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 04/29/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 160657 lb
Maximum load on cylinder 2: 159117 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
Cross sectional area of cylinder 1: 27.9 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 5758.3 psi
Compressive strength of cylinder 2: 5684.8 psi
Compressive strength (to nearest 10 psi): 5720 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 4/29/2015 ✔