Summary for Test 2019-02-19-6-1
Test performed: ASTM C39-17aProject 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 | 02/19/2019 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 02/20/2019 |
| Sample type | Quality Assurance | A brief description of the sample | Lean Concrete Base |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Larry | Last name of sampler or witnessed by | Francisco |
| Title of sampler | Transportation Engineer | Telephone number of sampler | |
| Laboratory sample identification | 976-219 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Kiewit Infrastructure West | Transportation Laboratory (TL) Number | 1-2-19-19 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | LB18 0031 7day break |
| Structure name | LB18 0031 7day break | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | LB18-0031 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 13713 |
| Concrete batch plant | Kiewit | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Kiewit PLant | Where the material sample would have been placed if not sampled | Sta 104 53 EB Exit Ramp |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-02-19-6
DIME Test ID: 2019-02-19-6-1
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: 2019-03-06
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: 02/26/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 20190 lb
Maximum load on cylinder 2: 21510 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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 714.2 psi
Compressive strength of cylinder 2: 760.9 psi
Compressive strength (to nearest 10 psi): 740 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/27/2019 ✔