Summary for Test 2021-04-07-33-1
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 | 04/07/2021 | Sample Unique Key | 33 |
---|---|---|---|
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 | 04/08/2021 |
Sample type | Quality Control | A brief description of the sample | concrete cylinder |
The quantity of what the sample constitutes | 20.5 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Chad | Last name of sampler or witnessed by | Stellern |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Central Concrete South SFO Plant | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | D20115P1 |
---|---|---|---|
The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 18193851 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Light Pole Foundation STA 1086-74 | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-04-07-33
DIME Test ID: 2021-04-07-33-1
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: 2021-05-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Bryan Steinbrueck
Date of test: 05/05/2021
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Capped in accordance with?: ASTM C39 - Ground End
Maximum load on cylinder 1: 175500 lb
Maximum load on cylinder 2: 179720 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 27 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 6270 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/11/2021 ✔