Summary for Test 2015-10-07-11-5
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 210032 DEA: 044A0904 EFIS: 0415000178 |
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DIST-CO-RTE-PM | 04-NAP-29,101-47.0/47.2 |
Award Date | 02/23/2015 |
Closeout Date | 12/19/2017 |
Work Description | BRIDGE REPLACEMENT. |
Location Description | NAPA COUNTY ABOUT 6. MILES NORTH OF CALISTOGA AT TROUTDALE CREEK BRIDGE. |
QA Service Level | 1 (Verified on 11/05/2014) |
Sample Information
Sample Taken Date | 10/07/2015 | Sample Unique Key | 11 |
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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 | 10/08/2015 |
Sample type | Quality Control | A brief description of the sample | PCC |
The quantity of what the sample constitutes | 100 cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Sean | Last name of sampler or witnessed by | McManus |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Harold Smith and Sons | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Troutdale Creek Bridge |
Material Information
Material Type | Concrete | The concrete mix design number | CT2-25PC |
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The truck number from where the sample was collected | Truck No 70 | The batch plant ticket number from where the sample was collected | 122471 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Load 1 | Where the material sample would have been placed if not sampled | 742 Barrier Rail |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-10-07-11
DIME Test ID: 2015-10-07-11-5
Testing Lab: RMA Group - Rancho Cordova
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-05-13
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Matthew Lowrance
Date of test: 11/04/2015
Capped in accordance with?: ASTM C1231
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 151020 lb
Maximum load on cylinder 2: 152470 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 5
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
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 5370 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/13/2020 ✔