Summary for Test 2015-01-09-1-3
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 209674 DEA: 042J1904 EFIS: 0414000437 |
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DIST-CO-RTE-PM | 04-SF-80,080-5.5/5.7 |
Award Date | 06/25/2014 |
Closeout Date | 07/17/2015 |
Work Description | Repair Bridge Joints /Hinges - Replace six transverse Expansion joints |
Location Description | At SF/Bay Bridge between SF anchorage and pier W1. |
QA Service Level | 1 (Verified on 06/20/2014) |
Sample Information
Sample Taken Date | 01/09/2015 | Sample Unique Key | 1 |
---|---|---|---|
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 | 01/09/2015 |
Sample type | Quality Control | A brief description of the sample | concrete cylinders |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Source |
First name of sampler or witnessed by | Claude | Last name of sampler or witnessed by | Drugan |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | 062110 |
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 | 20-7537 |
---|---|---|---|
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 | na | 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: 2015-01-09-1
DIME Test ID: 2015-01-09-1-3
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: 2015-03-06
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mullins
Date of test: 03/06/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 181553 lb
Maximum load on cylinder 2: 177169 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: 56 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 6399.5 psi
Compressive strength of cylinder 2: 6244.9 psi
Compressive strength (to nearest 10 psi): 6320 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 3/6/2015 ✔