Summary for Test 2014-09-29-2-3
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 209059 DEA: 033E1004 EFIS: 0300000473 |
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DIST-CO-RTE-PM | 03-PLA-80-8.1/37.8 |
Award Date | 01/28/2014 |
Closeout Date | 01/23/2017 |
Work Description | IMPROVING VERTICAL CLEARANCE |
Location Description | PLACER COUNTY IN AND NEAR LOOMIS, PENRYN, NEWCASTLE, WEIMAR, AND MAGRA FROM 0.1 MILE WEST OF BRACE ROAD OVERCROSSING TO 0.1 MILE EAST OF MAGRA OVERCROSSING |
QA Service Level | 1 (Verified on 01/15/2014) |
Sample Information
Sample Taken Date | 09/29/2014 | Sample Unique Key | 2 |
---|---|---|---|
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 | 09/30/2014 |
Sample type | Verification | A brief description of the sample | concrete cylinders |
The quantity of what the sample constitutes | 6 concrete cylinders | From where was the sample collected | Other |
First name of sampler or witnessed by | NA | Last name of sampler or witnessed by | NA |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | 0 |
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Unknown | |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | Z7A8543GG |
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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 | NA |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Truck | 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: 2014-09-29-2
DIME Test ID: 2014-09-29-2-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-10-27
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Steve Wake
Date of test: 10/27/2014
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: 201617 lb
Maximum load on cylinder 2: 205885 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: no data
Age of specimen: 28 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: 7106.7 psi
Compressive strength of cylinder 2: 7257.1 psi
Compressive strength (to nearest 10 psi): 7180 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/27/2014 ✔