Summary for Test 2020-06-08-12-1
Test performed: ASTM C39-17aProject 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 | 06/08/2020 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/12/2020 | 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 | tyler |
| Last name of sampler or witnessed by | pinell | 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 | 0001 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | D20115EA |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 00000000000000 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | soundwall 7 ALT V piling | 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: 2020-06-08-12
DIME Test ID: 2020-06-08-12-1
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: 2020-07-06
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: PM
Date of test: 07/06/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 123632 lbf
Maximum load on cylinder 2: 122457 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4329.0 psi
Compressive strength of cylinder 2: 4302.0 psi
Compressive strength (to nearest 10 psi): 4320 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 7/6/2020 ✔