Summary for Test 2019-02-11-10-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 212687 DEA: 06442544 EFIS: 0612000175 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-46,5-31.5-33.2 |
| Award Date | 01/11/2018 |
| Closeout Date | 11/19/2021 |
| Work Description | CONVERT 2-LANE TO 4-LANE CONVENTIONAL HIGHWAY. |
| Location Description | KERN COUNTY NEAR LOST HILLS FROM 1.0 MILE EAST OF LOST HILLS ROAD TO 0.7 MILE EAST OF ROUTE 46/5 SEPARATION |
| QA Service Level | 1 (Verified on 03/12/2018) |
Sample Information
| Sample Taken Date | 02/11/2019 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 02/19/2019 |
| Sample type | Per Request | A brief description of the sample | PCCP core |
| The quantity of what the sample constitutes | two concrete cores | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | G3 | Last name of sampler or witnessed by | security paving |
| 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 | C818540 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Concrete Core | Detail description | PCCP cores |
|---|---|---|---|
| Structure names | pavement | Type of material | Concrete core |
Test Details
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DIME Sample ID: 2019-02-11-10
DIME Test ID: 2019-02-11-10-1
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: 2019-02-21
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 02/20/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.64 in
Average diameter of cylinder 2: 3.64 in
Maximum load on cylinder 1: 52220 lb
Maximum load on cylinder 2: 44460 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
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: 9 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 10.41 in^2
Cross sectional area of cylinder 2: 10.41 in^2
Compressive strength of cylinder 1: 5016.3 psi
Compressive strength of cylinder 2: 4270.9 psi
Compressive strength (to nearest 10 psi): 4640 psi
General comments (publicly viewable) (Max 1000 characters): Reported compressive strength is the average of the two cores. The results should be considered on an individual basis.
Test was verified on 2/21/2019 ✔