Summary for Test 2015-04-23-2-3
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 7566 DEA: 042640K4 EFIS: 0412000406 COOP: 0412458 |
---|---|
DIST-CO-RTE-PM | 04--- |
Award Date | 11/02/2012 |
Closeout Date | 06/03/2020 |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 06/03/2020) |
Sample Information
Sample Taken Date | 04/23/2015 | Sample Unique Key | 2 |
---|---|---|---|
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 | 05/01/2015 |
Sample type | Quality Assurance | A brief description of the sample | 8 6x12 concrete cylinders |
The quantity of what the sample constitutes | 96 CY Pier 5 Diaphragm Stage 3 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Harry | Last name of sampler or witnessed by | Suryantaro |
Title of sampler | TEC | Telephone number of sampler | 510) 385-7179 |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Shamrock | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 20195 |
Structure name | Petaluma River Bridge |
Material Information
Material Type | Concrete | The concrete mix design number | 4700P |
---|---|---|---|
The truck number from where the sample was collected | 1297 | The batch plant ticket number from where the sample was collected | 425676 |
Concrete batch plant | 4 | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Pier 5 Diaphragm stage 3 | 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: 2015-04-23-2
DIME Test ID: 2015-04-23-2-3
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: 2015-05-22
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: 05/22/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 209471 lb
Maximum load on cylinder 2: 210672 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: 29 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 7383.5 psi
Compressive strength of cylinder 2: 7475.9 psi
Compressive strength (to nearest 10 psi): 7430 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 5/22/2015 ✔