Summary for Test 2019-11-22-5-1
Test performed: ASTM C39-10Project 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 | 11/22/2019 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 11/25/2019 |
| 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 Abutment 3 Closure Pour and Wingwall Stage 1 Column to Bent Cap |
Material Information
| Material Type | Concrete | The concrete mix design number | CT 2 |
|---|---|---|---|
| The truck number from where the sample was collected | 1129 | The batch plant ticket number from where the sample was collected | 158352 |
| 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 | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-11-22-5
DIME Test ID: 2019-11-22-5-1
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: 2019-12-20
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: BN/PM
Date of test: 12/20/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 161824 lb
Maximum load on cylinder 2: 161393 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: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.45 in^2
Cross sectional area of cylinder 2: 28.45 in^2
Compressive strength of cylinder 1: 5688.0 psi
Compressive strength of cylinder 2: 5672.9 psi
Compressive strength (to nearest 10 psi): 5680 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 12/20/2019 ✔