Summary for Test 2019-09-26-10-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 213763 DEA: 060Q19A4 EFIS: 0613000152 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-58-R99.0/R100.3 |
| Award Date | 02/04/2019 |
| Closeout Date | 10/22/2021 |
| Work Description | WIDEN SHOULDERS AND REPLACE BRIDGES |
| Location Description | KERN COUNTY NEAR TEHACHAPI FROM 0.5 MILE WEST TO 0.8 MILE EAST OF SAND CANYON UNDERCROSSING |
| QA Service Level | 1 (Verified on 01/09/2019) |
Sample Information
| Sample Taken Date | 09/26/2019 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/27/2019 | 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 | adial |
| Last name of sampler or witnessed by | Evans | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | 994-926 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | HOLIDAY ROCK | |
| Transportation Laboratory (TL) Number | 20190926 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ABUTMENT1 FIVE PILES WITHIN THE FOOTING FOOTPRINT | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 3h40x004 |
|---|---|---|---|
| The truck number from where the sample was collected | 308 | The batch plant ticket number from where the sample was collected | 112016563 |
| 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 | ABUTMENT1 FIVE PILES WITHIN THE FOOTING FOOTPRINT |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-09-26-10
DIME Test ID: 2019-09-26-10-1
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: 2019-10-04
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: 10/03/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 60680 lb
Maximum load on cylinder 2: 60910 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 2138.9 psi
Compressive strength of cylinder 2: 2147.0 psi
Compressive strength (to nearest 10 psi): 2140 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/4/2019 ✔