Summary for Test 2015-05-22-8-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 209765 DEA: 040G7104 EFIS: 0400001988 |
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DIST-CO-RTE-PM | 04-SM-280-R21.3 |
Award Date | 09/26/2014 |
Closeout Date | 09/24/2015 |
Work Description | SEISMIC RETROFIT. |
Location Description | SAN MATEO COUNTY IN SAN BRUNO AT SNEATH LANE OVERCROSSING |
QA Service Level | 1 (Verified on 10/13/2014) |
Sample Information
Sample Taken Date | 05/22/2015 | Sample Unique Key | 8 |
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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 | 06/03/2015 |
Sample type | Verification | A brief description of the sample | concrete cylinder |
The quantity of what the sample constitutes | 2 concrete cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Tyler | Last name of sampler or witnessed by | Pinell |
Title of sampler | SR | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | field | Transportation Laboratory (TL) Number | 119138 |
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 | 1560933 |
---|---|---|---|
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 | field | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-05-22-8
DIME Test ID: 2015-05-22-8-1
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: 2015-06-19
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 06/19/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.04 in
Average diameter of cylinder 2: 6.05 in
Maximum load on cylinder 1: 172316 lb
Maximum load on cylinder 2: 171616 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: 28.65 in^2
Cross sectional area of cylinder 2: 28.75 in^2
Compressive strength of cylinder 1: 6014.5 psi
Compressive strength of cylinder 2: 5969.3 psi
Compressive strength (to nearest 10 psi): 5990 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 6/19/2015 ✔