Summary for Test 2017-03-18-1-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 209384 DEA: 04264094 EFIS: 0400000735 COOP: 042531 |
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DIST-CO-RTE-PM | 04-,SON-- |
Award Date | 01/21/2016 |
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 | 03/18/2017 | Sample Unique Key | 1 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 04/03/2017 |
Sample type | Quality Assurance | A brief description of the sample | 2 6x12 concrete cylinders |
The quantity of what the sample constitutes | 205 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | K | Last name of sampler or witnessed by | Iwamoto |
Title of sampler | TEC | Telephone number of sampler | 510) 385-7179 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Shamrock | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 270119 | |
Structure name | San Antonio Creek Bridge |
Material Information
Material Type | Concrete | The concrete mix design number | 4201a |
---|---|---|---|
The truck number from where the sample was collected | 1414 | The batch plant ticket number from where the sample was collected | 448818 |
Concrete batch plant | 04 | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | CHUTE FROM TRUCK | Where the material sample would have been placed if not sampled | Abutment 1 Seat Return Walls |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2017-03-18-1
DIME Test ID: 2017-03-18-1-1
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: 2017-04-17
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: 04/17/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 145567 lb
Maximum load on cylinder 2: 145817 lb
Type of fracture pattern of cylinder 1: 2
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: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 5182.2 psi
Compressive strength of cylinder 2: 5191.1 psi
Compressive strength (to nearest 10 psi): 5190 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 4/17/2017 ✔