Summary for Test 2021-07-12-34-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214970 DEA: 044J2104 EFIS: 0415000288 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-121-18.6 |
| Award Date | 11/02/2020 |
| Closeout Date | 01/10/2024 |
| Work Description | STRUCTURE EXCAVATION, INSTALL TEMPORARY SIGNAL SYSTEM AND CONCRETE. |
| Location Description | NAPA COUNTY NEAR NAPA AT CAPELL CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/19/2020) |
Sample Information
| Sample Taken Date | 07/12/2021 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/19/2021 | 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 | 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 | New Retaining Wall |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CT1 Harold Smith |
|---|---|---|---|
| The truck number from where the sample was collected | 1132 | The batch plant ticket number from where the sample was collected | 168324 |
| 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 Truck | Where the material sample would have been placed if not sampled | Retaining Wall for Capell Creek |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2021-07-12-34
DIME Test ID: 2021-07-12-34-1
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: 2021-08-09
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: 08/09/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 57675 lbf
Maximum load on cylinder 2: 56346 lbf
Maximum load on cylinder 3: 56228 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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 4590.0 psi
Compressive strength of cylinder 2: 4484.0 psi
Compressive strength of cylinder 3: 4452.0 psi
Compressive strength (to nearest 10 psi): 4510 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 8/9/2021 ✔