Summary for Test 2016-04-05-7-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 600 DEA: 02378904 EFIS: 0200000288 |
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DIST-CO-RTE-PM | 02-SHA-5-R63.2/R65.8 |
Award Date | 09/25/2009 |
Closeout Date | 12/01/2021 |
Work Description | BRIDGE REPLACEMENT |
Location Description | IN SHASTA COUNTYNEAR LAKEHEAD FROM 0.3 KM NORTH OF ANTLER SUMMIT OVERCROSSING TO 0.5 KM NORTH OFANTLER UNDERPASS |
QA Service Level | 1 (Verified on 03/19/2012) |
Sample Information
Sample Taken Date | 04/05/2016 | Sample Unique Key | 7 |
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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 | 04/08/2016 |
Sample type | Quality Control | A brief description of the sample | concrete |
The quantity of what the sample constitutes | 3 3x6 cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Tutor | Last name of sampler or witnessed by | Perini |
Title of sampler | LaFarge Rep | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Tutor Perini | Transportation Laboratory (TL) Number | 852902 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | Unknown |
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The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | unknown |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | portable mixer | Where the material sample would have been placed if not sampled | abut 6 void repair |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-04-05-7
DIME Test ID: 2016-04-05-7-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-04-19
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Mike Mullins
Date of test: 04/19/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.00 in
Average diameter of cylinder 2: 3.00 in
Average diameter of cylinder 3: 3.00 in
Maximum load on cylinder 1: 107860 lb
Maximum load on cylinder 2: 111020 lb
Maximum load on cylinder 3: 104610 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 1
Comment on any defect in either specimen or caps (Max 250 Characters): ground ends, no capping
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
Correction factor for cylinder 3: no data
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.07 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Cross sectional area of cylinder 3: 7.07 in^2
Compressive strength (to nearest 10 psi): 15250 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/19/2016 ✔