Summary for Test 2019-08-07-26-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 209695 DEA: 08347704 EFIS: 0800000616 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-SR-58-0/12.9 |
| Award Date | 11/10/2017 |
| Closeout Date | 01/14/2021 |
| Work Description | (Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395. |
| Location Description | SR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395. |
| QA Service Level | 1 (Verified on 12/01/2017) |
Sample Information
| Sample Taken Date | 08/07/2019 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/16/2019 | Sample type | Quality Assurance |
| A brief description of the sample | LCB Concrete Core | The quantity of what the sample constitutes | 4 cores |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Larry |
| Last name of sampler or witnessed by | Fransisco | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 08212019 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kiewit Infrastructure West | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Roadway Pavement Sta 512 00 513 10 | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete Core | Detail description | Roadway Pavement Sta 512 00 513 10 |
|---|---|---|---|
| Structure names | Roadway Pavement Sta 512 00 513 10 | Type of material | LCB Cores |
Test Details
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DIME Sample ID: 2019-08-07-26
DIME Test ID: 2019-08-07-26-1
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: 2019-08-21
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Michael Magana
Date of test: 08/21/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.69 in
Average diameter of cylinder 2: 3.69 in
Average diameter of cylinder 3: 3.69 in
Average diameter of cylinder 4: 3.69 in
Maximum load on cylinder 1: 9340 lb
Maximum load on cylinder 2: 9430 lb
Maximum load on cylinder 3: 9590 lb
Maximum load on cylinder 4: 10120 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 0.97
Correction factor for cylinder 2: 0.97
Correction factor for cylinder 3: 0.97
Correction factor for cylinder 4: 0.97
Age of specimen: 14 days
Cross sectional area of cylinder 1: 10.69 in^2
Cross sectional area of cylinder 2: 10.69 in^2
Cross sectional area of cylinder 3: 10.69 in^2
Cross sectional area of cylinder 4: 10.69 in^2
Compressive strength of cylinder 1: 847.5 psi
Compressive strength of cylinder 2: 855.7 psi
Compressive strength of cylinder 3: 870.2 psi
Compressive strength of cylinder 4: 918.3 psi
Compressive strength (to nearest 10 psi): 870 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/21/2019 ✔