Summary for Test 2018-06-04-25-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 210808 DEA: 020E0904 EFIS: 0200000016 |
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DIST-CO-RTE-PM | 02-SHA-5-R29.3/R31.1,R45.0/R45.8 |
Award Date | 02/03/2016 |
Closeout Date | 10/21/2020 |
Work Description | REPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT |
Location Description | IN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE. |
QA Service Level | 1 (Verified on 09/23/2015) |
Sample Information
Sample Taken Date | 06/04/2018 | Sample Unique Key | 25 |
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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 | 06/05/2018 |
Sample type | Quality Assurance | A brief description of the sample | concrete cylinders |
The quantity of what the sample constitutes | 2 concrete cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Glen | Last name of sampler or witnessed by | Lawson |
Title of sampler | SR | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | field | Transportation Laboratory (TL) Number | 168803 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | TLW896-310R |
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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 | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-06-04-25
DIME Test ID: 2018-06-04-25-1
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: 2018-06-25
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: 06/25/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 151218 lb
Maximum load on cylinder 2: 160462 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
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: 1
Age of specimen: 21 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5349.1 psi
Compressive strength of cylinder 2: 5638.2 psi
Compressive strength (to nearest 10 psi): 5490 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 6/25/2018 ✔