Summary for Test 2019-08-21-14-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 213396 DEA: 060Q1804 EFIS: 0613000145 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-58-R94.2 |
| Award Date | 12/19/2018 |
| Closeout Date | 10/15/2020 |
| Work Description | TO INSTALL BRIDGE RAILING AND MIDWEST GUARDRAIL SYSTEM. |
| Location Description | KERN COUNTY IN TEHACHAPI AT SUMMIT OVERHEAD |
| QA Service Level | 1 (Verified on 06/05/2018) |
Sample Information
| Sample Taken Date | 08/21/2019 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/22/2019 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 6 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Adlai |
| Last name of sampler or witnessed by | Evans | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | 995-821 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | READY MIX | |
| Transportation Laboratory (TL) Number | 20190821 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | Overhang 3 to 9 75 on existng bridge deck | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 0H40X006 |
|---|---|---|---|
| The truck number from where the sample was collected | na | The batch plant ticket number from where the sample was collected | na |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Granite |
| A detailed description of where the material sample was collected | truck | Where the material sample would have been placed if not sampled | Overhang 3 to 9 75 on existng bridge deck |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-08-21-14
DIME Test ID: 2019-08-21-14-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-09-24
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: 09/18/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 145700 lb
Maximum load on cylinder 2: 143110 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: 28 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5119.5 psi
Compressive strength of cylinder 2: 5028.5 psi
Compressive strength (to nearest 10 psi): 5070 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/24/2019 ✔