Summary for Test 2020-05-20-40-1
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 214601 DEA: 041J5694 EFIS: 0419000313 |
|---|---|
| DIST-CO-RTE-PM | 04-SM-101-0.0/21.8 |
| Award Date | 12/03/2019 |
| Closeout Date | 09/28/2022 |
| Work Description | San Mateo US 101 Express Lanes North |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
| Sample Taken Date | 05/20/2020 | Sample Unique Key | 40 |
|---|---|---|---|
| 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 | 05/26/2020 |
| Sample type | Quality Control | A brief description of the sample | PCC Core |
| The quantity of what the sample constitutes | 33 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Peter | Last name of sampler or witnessed by | Manchester |
| Title of sampler | Field Technician | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Central Concrete San Jose Plant | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | CIDH G-20 |
Material Information
| Material Type | Concrete | The concrete mix design number | DDLSP8Q3 |
|---|---|---|---|
| The truck number from where the sample was collected | 1701 | The batch plant ticket number from where the sample was collected | 18034947 |
| Concrete batch plant | Central Concrete San Jose Plant | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Bottom Third of Pile STA 640 | Where the material sample would have been placed if not sampled | Sign CIDH |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
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: 2020-05-20-40
DIME Test ID: 2020-05-20-40-1
Testing Lab: Kiewit Infrastructure West Company - Redwood City
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-07-07
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Matthew Liu
Date of test: 06/17/2020
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617/CTM521
Maximum load on cylinder 1: 182370 lb
Maximum load on cylinder 2: 183900 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
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
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 6480 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/7/2020 ✔