Summary for Test 2020-01-06-28-3
Test performed: ASTM C39-17aProject 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 | 01/06/2020 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 01/11/2020 |
| Sample type | Quality Assurance | A brief description of the sample | 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 | 994-1620 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | HOLLIDAY ROCK MOJAVE | Transportation Laboratory (TL) Number | 1620 |
| 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 | 3H50X004 |
|---|---|---|---|
| The truck number from where the sample was collected | 636 | The batch plant ticket number from where the sample was collected | 112017045 |
| Concrete batch plant | HOLLIDAY ROCK MOJAVE | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | TRUCK | Where the material sample would have been placed if not sampled | CACHE CREEK BRIDGE RIGHT BRIDGE DECK |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2020-01-06-28
DIME Test ID: 2020-01-06-28-3
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: 2020-02-18
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: 02/18/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 166480 lb
Maximum load on cylinder 2: 162760 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: 42 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 5907.7 psi
Compressive strength of cylinder 2: 5775.7 psi
Compressive strength (to nearest 10 psi): 5840 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/18/2020 ✔