Summary for Test 2014-11-11-2-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 208919 DEA: 042A1104 EFIS: 0400000808 |
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DIST-CO-RTE-PM | 04-NAP-121-20.2/20.4PM |
Award Date | 10/24/2013 |
Closeout Date | 01/14/2016 |
Work Description | BRIDGE REMOVAL, BRIDGE REPLACEMENT AND ROADWAY WIDENING. |
Location Description | NAPA COUNTY ABOUT 2 MILES SOUTH OF JUNCTION OF ROUTE 128 AT CAPELL CREEK BRIDGE. |
QA Service Level | 1 (Verified on 10/24/2013) |
Sample Information
Sample Taken Date | 11/11/2014 | Sample Unique Key | 2 |
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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 | 11/12/2014 |
Sample type | Quality Control | A brief description of the sample | concrete cylinder |
The quantity of what the sample constitutes | 2 concrete cylinder | From where was the sample collected | Other |
First name of sampler or witnessed by | Gamal | Last name of sampler or witnessed by | Abushubas |
Title of sampler | TE | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | 0 |
The fabricator/manufacturer/facility name | field | Transportation Laboratory (TL) Number | 211949 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Unknown | |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | ct1p |
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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: 2014-11-11-2
DIME Test ID: 2014-11-11-2-1
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: 2014-11-18
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SV
Date of test: 11/18/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 109959 lb
Maximum load on cylinder 2: 109232 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: 7 days
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 3902.0 psi
Compressive strength of cylinder 2: 3838.1 psi
Compressive strength (to nearest 10 psi): 3870 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 11/18/2014 ✔