Summary for Test 2014-05-02-8250633-5
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 7780 DEA: 112T1824 EFIS: 1100020051 |
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DIST-CO-RTE-PM | 11-SD-805-4.7/5.6 |
Award Date | 01/03/2013 |
Closeout Date | 09/07/2018 |
Work Description | REPLACE STRUCTURE AND CONSTRUCT DIRECT ACCESS RAMP (DAR). |
Location Description | SAN DIEGO COUNTY IN CHULA VISTA FROM 0.4 MILE SOUTH OF EAST PALOMAR STREET OVERCROSSING TO 0.1 MILE NORTH OF NAPLES STREET UNDERCROSSING |
QA Service Level | 1 (Verified on 12/10/2012) |
Sample Information
Sample Taken Date | 05/02/2014 | Sample Unique Key | 8250633 |
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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 | 05/03/2014 |
Sample type | Verification | A brief description of the sample | concrete cylinders |
The quantity of what the sample constitutes | 5 cylinders | From where was the sample collected | Other |
First name of sampler or witnessed by | Aston | Last name of sampler or witnessed by | James |
Title of sampler | Not set | Telephone number of sampler | Not set |
Laboratory sample identification | Not set | Linked DIME Sample ID | Not set |
The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Pilaster | |
Structure name | RW301L |
Material Information
Material Type | Concrete | The concrete mix design number | 103612F |
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The truck number from where the sample was collected | Not set | The batch plant ticket number from where the sample was collected | 112246 |
Concrete batch plant | Not set | The fabricator/manufacturer designation for the sample | Not set |
A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | Not set |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2014-05-02-8250633
DIME Test ID: 2014-05-02-8250633-5
Testing Lab: Leighton Consulting, Incorporated - San Diego
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-07-07
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matt Vinet
Date of test: 05/30/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 105420 lb
Maximum load on cylinder 2: 107570 lb
Type of fracture pattern of cylinder 1: 3
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: no data
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 3691.2 psi
Compressive strength of cylinder 2: 3779.7 psi
Compressive strength (to nearest 10 psi): 3740 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/7/2014 ✔