Summary for Test 2018-12-12-4-1
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 | 12/12/2018 | Sample Unique Key | 4 |
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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 | 12/19/2018 |
Sample type | Acceptance | A brief description of the sample | 6 X 12 Concrete Cylinder |
The quantity of what the sample constitutes | 30.0 CY | 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 | Assistant Structure Representative | Telephone number of sampler | 510-867-4517 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Harold Smith | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Bridge Deck Stage 3 | |
Structure name | Napa River Bridge Calistoga |
Material Information
Material Type | Concrete | The concrete mix design number | CT1 P |
---|---|---|---|
The truck number from where the sample was collected | Truck No 124 | The batch plant ticket number from where the sample was collected | 150155 |
Concrete batch plant | Harold Smith St Helena | The fabricator/manufacturer designation for the sample | Harold Smith |
A detailed description of where the material sample was collected | Back of Pump Truck | Where the material sample would have been placed if not sampled | Approach Slab |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2018-12-12-4
DIME Test ID: 2018-12-12-4-1
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: 2019-01-09
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: RM
Date of test: 01/09/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.03 in
Average diameter of cylinder 4: 6.02 in
Maximum load on cylinder 1: 157278 lb
Maximum load on cylinder 2: 163209 lb
Maximum load on cylinder 3: 160248 lb
Maximum load on cylinder 4: 161637 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 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
Correction factor for cylinder 4: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Cross sectional area of cylinder 3: 28.56 in^2
Cross sectional area of cylinder 4: 28.46 in^2
Compressive strength of cylinder 1: 5543.8 psi
Compressive strength of cylinder 2: 5734.7 psi
Compressive strength of cylinder 3: 5610.9 psi
Compressive strength of cylinder 4: 5679.4 psi
Compressive strength (to nearest 10 psi): 5640 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 4
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 4
Source: Partner Data Point File
Test graph for Cylinder Code 3 of 4
Source: Partner Data Point File
Test graph for Cylinder Code 4 of 4
Test was verified on 1/9/2019 ✔