Summary for Test 2020-10-16-3-1
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 | 10/16/2020 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/19/2020 | 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 Approach Slabs |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CT1 15 No Fiber |
|---|---|---|---|
| The truck number from where the sample was collected | 1129 | The batch plant ticket number from where the sample was collected | 164370 |
| 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
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DIME Sample ID: 2020-10-16-3
DIME Test ID: 2020-10-16-3-1
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: 2020-11-13
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 11/13/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 156576 lbf
Maximum load on cylinder 2: 160372 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 5501.0 psi
Compressive strength of cylinder 2: 5616.0 psi
Compressive strength (to nearest 10 psi): 5560 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 11/13/2020 ✔