Summary for Test 2020-09-23-31-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
| Award Date | 06/06/2018 |
| Closeout Date | Not set |
| Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
| Location Description | LA/SBD County Line to PM 13.2 near I-15 |
| QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
| Sample Taken Date | 09/23/2020 | Sample Unique Key | 31 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/25/2020 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Ramy |
| Last name of sampler or witnessed by | Mekai | Title of sampler | QA Tech |
| Telephone number of sampler | Laboratory sample identification | 1015-51 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cemex Lytle Creek | |
| Transportation Laboratory (TL) Number | 145751 | 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 | 1616573 |
|---|---|---|---|
| The truck number from where the sample was collected | not provided | The batch plant ticket number from where the sample was collected | not provided |
| Concrete batch plant | Cemex Lytle Creek | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | not provided | Where the material sample would have been placed if not sampled | Pile Foundation |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2020-09-23-31
DIME Test ID: 2020-09-23-31-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-11-06
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 11/04/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 158920 lb
Maximum load on cylinder 2: 160580 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 42 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 5621.5 psi
Compressive strength of cylinder 2: 5698.4 psi
Compressive strength (to nearest 10 psi): 5660 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/6/2020 ✔