Summary for Test 2016-11-09-15-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 210871 DEA: 044G4604 EFIS: 0412000480 |
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DIST-CO-RTE-PM | 04-MRN-101-1.5/14.0 |
Award Date | 01/28/2016 |
Closeout Date | 10/17/2019 |
Work Description | REMOVE EXISTING AND CONSTRUCT NEW BRIDGE RAILINGS. |
Location Description | IN MARIN COUNTY, AT VARIOUS LOCATION, FROM SPENCER AVE OVERCROSSING TO NORTH BRANCHGALLINAS CREEK BRIDGE |
QA Service Level | 1 (Verified on 01/12/2016) |
Sample Information
Sample Taken Date | 11/09/2016 | Sample Unique Key | 15 |
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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 | 12/07/2016 |
Sample type | Department Acceptance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Nana | Last name of sampler or witnessed by | Budu |
Title of sampler | TE Civil | Telephone number of sampler | 5107147095 |
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 | Corte Madera Creek Bridge C Line |
Structure name | Corte Madera Creek Bridge |
Material Information
Material Type | Concrete | The concrete mix design number | 4700 |
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The truck number from where the sample was collected | 1216 | The batch plant ticket number from where the sample was collected | 148762 |
Concrete batch plant | 01 | The fabricator/manufacturer designation for the sample | RM Harris |
A detailed description of where the material sample was collected | Back of Truck | 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: 2016-11-09-15
DIME Test ID: 2016-11-09-15-1
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: 2016-12-09
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: 12/09/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 153130 lb
Maximum load on cylinder 2: 153187 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: 30 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5416.7 psi
Compressive strength of cylinder 2: 5399.6 psi
Compressive strength (to nearest 10 psi): 5410 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 12/9/2016 ✔