Summary for Test 2022-01-12-12-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 212244 DEA: 044G8404 EFIS: 0413000051 |
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DIST-CO-RTE-PM | 04-NAP-128-20.1/20.4 |
Award Date | 02/19/2019 |
Closeout Date | 06/27/2023 |
Work Description | REPLACE CAPELL CREEK BRIDGE |
Location Description | NAPA COUNTY ABOUT 15 MILES EAST OF RUTHERFORD FROM 1.1 MILES EAST OF KNOXVILLE ROAD TO 0.3 MILE WEST OF CAPELL VALLEY CREST |
QA Service Level | 1 (Verified on 05/20/2017) |
Sample Information
Sample Taken Date | 01/12/2022 | Sample Unique Key | 12 |
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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 | 01/14/2022 |
Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | 3 Cylinders | 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 | Unknown | Telephone number of sampler | 510-867-4517 |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Shamrock | Transportation Laboratory (TL) Number | 28 - Napa |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 21-0116 |
Structure name | Structure Foundation for Barrier |
Material Information
Material Type | Concrete | The concrete mix design number | 9796 |
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The truck number from where the sample was collected | 128 | The batch plant ticket number from where the sample was collected | 169199 |
Concrete batch plant | Shamrock Materials | The fabricator/manufacturer designation for the sample | Shamrock |
A detailed description of where the material sample was collected | Back of the truck Load 1 | Where the material sample would have been placed if not sampled | Structure Foundation Barrier |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-01-12-12
DIME Test ID: 2022-01-12-12-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-02-09
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 02/09/2022
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 62941 lbf
Maximum load on cylinder 2: 69333 lbf
Maximum load on cylinder 3: 72398 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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: 1
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 4959.0 psi
Compressive strength of cylinder 2: 5435.0 psi
Compressive strength of cylinder 3: 5704 psi
Compressive strength (to nearest 10 psi): 5370 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 3
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 3
Source: Bluehill Data Point File
Test graph for Cylinder Code 3 of 3
Test was verified on 2/9/2022 ✔