Summary for Test 2018-12-19-5-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 209695 DEA: 08347704 EFIS: 0800000616 |
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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 | 12/19/2018 | Sample Unique Key | 5 |
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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 | 12/20/2018 |
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 | Job Site |
First name of sampler or witnessed by | larry kenedy | Last name of sampler or witnessed by | Francisco |
Title of sampler | Materials Tester | Telephone number of sampler | Unknown |
Laboratory sample identification | 976-19184 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Kiewitt Plant | Transportation Laboratory (TL) Number | 121918-4 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | station 108 18 eb sb on ramp |
Structure name | station 108 18 eb sb on ramp |
Material Information
Material Type | Concrete | The concrete mix design number | LB18-0094 |
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The truck number from where the sample was collected | na | The batch plant ticket number from where the sample was collected | 13072 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | kiwiett |
A detailed description of where the material sample was collected | at 3 40 pm | Where the material sample would have been placed if not sampled | station 108 18 eb sb on ramp |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-12-19-5
DIME Test ID: 2018-12-19-5-1
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: 2019-01-04
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: 12/26/2018
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: 14000 lb
Maximum load on cylinder 2: 13890 lb
Type of fracture pattern of cylinder 1: 1
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
Correction factor for cylinder 2: 1
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: 495.2 psi
Compressive strength of cylinder 2: 491.3 psi
Compressive strength (to nearest 10 psi): 490 psi
General comments (publicly viewable) (Max 1000 characters): specimen did not meet 530 psi at 7 days
Test was verified on 12/28/2018 ✔