Summary for Test 2018-09-27-15-1
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 | 09/27/2018 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/28/2018 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | 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 | TE Civil |
| Telephone number of sampler | Unknown | Laboratory sample identification | 976-877 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | KIEWITT |
| Transportation Laboratory (TL) Number | 92618-87-7 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | lb 018 0087 at 7days break | Structure name | lb 018 0087 at 7days break |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | LB18-0087 |
|---|---|---|---|
| The truck number from where the sample was collected | na | The batch plant ticket number from where the sample was collected | at 550am |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | plant kramer |
| A detailed description of where the material sample was collected | at 9cy | Where the material sample would have been placed if not sampled | lb 018 0087 at 7days break |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-09-27-15
DIME Test ID: 2018-09-27-15-1
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: 2018-10-12
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MC
Date of test: 10/04/2018
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: 21240 lb
Maximum load on cylinder 2: 19880 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
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: 751.3 psi
Compressive strength of cylinder 2: 703.2 psi
Compressive strength (to nearest 10 psi): 730 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/5/2018 ✔