Summary for Test 2017-07-26-7-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 211931 DEA: 043G6414 EFIS: 0416000348 |
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DIST-CO-RTE-PM | 04-NAP-29-37.0 |
Award Date | 03/17/2017 |
Closeout Date | 04/22/2020 |
Work Description | SCOUR REPLACE BRIDGE |
Location Description | NAPA COUNTY IN CALISTOGA AT NAPA RIVER BRIDGE |
QA Service Level | 1 (Verified on 02/15/2017) |
Sample Information
Sample Taken Date | 07/26/2017 | Sample Unique Key | 7 |
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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 | 07/31/2017 |
Sample type | Acceptance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 36 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Mohammad | Last name of sampler or witnessed by | Nasim |
Title of sampler | Structures Rep | Telephone number of sampler | 510-867-6050 |
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 | ||
Structure name | Napa River Bridge Calistoga |
Material Information
Material Type | Concrete | The concrete mix design number | 4700 |
---|---|---|---|
The truck number from where the sample was collected | 1219 | The batch plant ticket number from where the sample was collected | 718676 |
Concrete batch plant | Shamrock Napa | The fabricator/manufacturer designation for the sample | 28 Day Compressive Strength |
A detailed description of where the material sample was collected | Revolving Truck | Where the material sample would have been placed if not sampled | Abut 2 Pile 8 |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2017-07-26-7
DIME Test ID: 2017-07-26-7-1
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: 2017-08-23
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 08/23/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 163647 lb
Maximum load on cylinder 2: 170728 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: 28 days
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5729.9 psi
Compressive strength of cylinder 2: 5998.9 psi
Compressive strength (to nearest 10 psi): 5860 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 8/23/2017 ✔