Summary for Test 2019-03-29-7-1
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 | 03/29/2019 | Sample Unique Key | 7 |
---|---|---|---|
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 | 04/02/2019 |
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 | jose | Last name of sampler or witnessed by | ken |
Title of sampler | qc | Telephone number of sampler | |
Laboratory sample identification | 976-329 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Kiewitt Plant | Transportation Laboratory (TL) Number | 01-3-29-19 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | wb mainline sta393 26 | |
Structure name | wb mainline sta393 26 |
Material Information
Material Type | Concrete | The concrete mix design number | LB18-0031 |
---|---|---|---|
The truck number from where the sample was collected | na | The batch plant ticket number from where the sample was collected | Unknown |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | KIEWITT |
A detailed description of where the material sample was collected | 4 12 pm | Where the material sample would have been placed if not sampled | wb mainline sta393 26 |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2019-03-29-7
DIME Test ID: 2019-03-29-7-1
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: 2019-04-12
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 04/05/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 16250 lb
Maximum load on cylinder 2: 16490 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
Correction factor for cylinder 2: 1
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 572.8 psi
Compressive strength of cylinder 2: 581.2 psi
Compressive strength (to nearest 10 psi): 580 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/5/2019 ✔