Summary for Test 2016-05-17-20-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 210803 DEA: 044A0004 EFIS: 0412000117 |
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DIST-CO-RTE-PM | 04-MRN-101-12.7/14.7 |
Award Date | 03/17/2016 |
Closeout Date | 09/07/2022 |
Work Description | REPLACE BRIDGE RAILINGS AND BRIDGE MEDIAN |
Location Description | REPLACE BRIDGE RAILINGS AND BRIDGE MEDIAN |
QA Service Level | 1 (Verified on 09/18/2015) |
Sample Information
Sample Taken Date | 05/17/2016 | Sample Unique Key | 20 |
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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 | 06/03/2016 |
Sample type | Acceptance | A brief description of the sample | Freitas Pkwy OC Overhang |
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 | 7078122676 |
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 | Freitas Pkwy OC Overhang |
Structure name | Freitas Pkway OC |
Material Information
Material Type | Concrete | The concrete mix design number | 4100A |
---|---|---|---|
The truck number from where the sample was collected | 1409 | The batch plant ticket number from where the sample was collected | 142840 |
Concrete batch plant | 01 | The fabricator/manufacturer designation for the sample | Ghilotti Construction |
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: 2016-05-17-20
DIME Test ID: 2016-05-17-20-1
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: 2016-06-14
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: 06/14/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 168849 lb
Maximum load on cylinder 2: 171550 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 28.09 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 6011.0 psi
Compressive strength of cylinder 2: 6087.7 psi
Compressive strength (to nearest 10 psi): 6050 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 6/14/2016 ✔