Summary for Test 2020-10-27-8-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 212244 DEA: 044G8404 EFIS: 0413000051 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-128-20.1/20.4 |
| Award Date | 02/19/2019 |
| Closeout Date | 06/27/2023 |
| Work Description | REPLACE CAPELL CREEK BRIDGE |
| Location Description | NAPA COUNTY ABOUT 15 MILES EAST OF RUTHERFORD FROM 1.1 MILES EAST OF KNOXVILLE ROAD TO 0.3 MILE WEST OF CAPELL VALLEY CREST |
| QA Service Level | 1 (Verified on 05/20/2017) |
Sample Information
| Sample Taken Date | 10/27/2020 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 10/30/2020 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | two cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | gamal | Last name of sampler or witnessed by | Abushaban |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Collected at jobsite | Transportation Laboratory (TL) Number | 209910 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete Core | Detail description | CIDH PILE AT PIER 2 |
|---|---|---|---|
| Structure names | 00000000000 | Type of material | 00000000000 |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2020-10-27-8
DIME Test ID: 2020-10-27-8-1
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: 2020-12-18
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 12/18/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.95 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 219043 lbf
Maximum load on cylinder 2: 223393 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: 52 days
Cross sectional area of cylinder 1: 27.81 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 7878.0 psi
Compressive strength of cylinder 2: 7875.0 psi
Compressive strength (to nearest 10 psi): 7880 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 12/18/2020 ✔