Summary for Test 2014-02-14-9303608-4
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 10016 DEA: 06342524 EFIS: 0600000381 |
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DIST-CO-RTE-PM | 06-FRE-180-R71.8/74.5 |
Award Date | 04/23/2013 |
Closeout Date | 10/19/2020 |
Work Description | NEW EXPRESS HIGHWAY |
Location Description | FRESNO COUNTY ABOUT 6.3 MILES EAST OF FRESNO FROM 0.6 MILE WEST OF QUALITY AVENUE TO 0.2 MILE WEST OF SMITH AVENUE |
QA Service Level | 1 (Verified on 07/23/2013) |
Sample Information
Sample Taken Date | 02/14/2014 | Sample Unique Key | 9303608 |
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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 | 02/15/2014 |
Sample type | Quality Control | A brief description of the sample | Type II Cement |
The quantity of what the sample constitutes | 8 cylinders | From where was the sample collected | Other |
First name of sampler or witnessed by | Joshua | Last name of sampler or witnessed by | Guilmette |
Title of sampler | QC Field Technician/Inspector | Telephone number of sampler | (559) 292-2188 |
Laboratory sample identification | 2014-02-14-002 | Linked DIME Sample ID | Not set |
The fabricator/manufacturer/facility name | Hwy 180 Mainling Bridge Deck | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Hwy 180 at Fowler Switch Canal | |
Structure name | Hwy 180 at Fowler Switch Canal |
Material Information
Material Type | Concrete | The concrete mix design number | ND14505 |
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The truck number from where the sample was collected | 9474 | The batch plant ticket number from where the sample was collected | 114104582 |
Concrete batch plant | 114 | The fabricator/manufacturer designation for the sample | Plant |
A detailed description of where the material sample was collected | Hwy 180 at Fowler Switch Canal | Where the material sample would have been placed if not sampled | Hwt 180 at Fowler Switch Canal |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2014-02-14-9303608
DIME Test ID: 2014-02-14-9303608-4
Testing Lab: Trinity Engineering Laboratories, Incorporated - Fresno
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-04-02
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With density determined by dimension measurements
Input Type: Calculated
Tester's full name: Joshua Guilmette
Date of test: 02/21/2014
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Average cylinder density (to nearest 1 pcf): 148.8 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/2/2014 ✔