Summary for Test 2020-10-07-7-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 213702 DEA: 041G4304 EFIS: 0412000126 |
---|---|
DIST-CO-RTE-PM | 04-NAP-128-R7.4 |
Award Date | 03/29/2019 |
Closeout Date | 12/08/2022 |
Work Description | REPLACE BRIDGE, HMA PAVING, DRAINAGE AND RSP |
Location Description | NAPA COUNTY NEAR SAINT HELENA AT CONN CREEK |
QA Service Level | 1 (Verified on 07/29/2019) |
Sample Information
Sample Taken Date | 10/07/2020 | Sample Unique Key | 7 |
---|---|---|---|
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 | 10/12/2020 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 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 | Harold Smith and Sons | Transportation Laboratory (TL) Number | 28 - Napa |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 21-0115 |
Structure name | Conn Creek Bridge Stage 2 Deck Pour |
Material Information
Material Type | Concrete | The concrete mix design number | CT1 15 |
---|---|---|---|
The truck number from where the sample was collected | 128 | The batch plant ticket number from where the sample was collected | 164179 |
Concrete batch plant | Harold Smith and Sons | The fabricator/manufacturer designation for the sample | Harold Smith |
A detailed description of where the material sample was collected | Back of Truck | 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: 2020-10-07-7
DIME Test ID: 2020-10-07-7-1
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: 2020-11-19
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: PM
Date of test: 11/18/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.96 in
Maximum load on cylinder 1: 163904 lbf
Maximum load on cylinder 2: 166999 lbf
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: 1
Age of specimen: 42 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Compressive strength of cylinder 1: 5855.0 psi
Compressive strength of cylinder 2: 5986.0 psi
Compressive strength (to nearest 10 psi): 5920 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 2
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 11/19/2020 ✔