Summary for Test 2017-01-18-11-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 7285 DEA: 040120T4 EFIS: 0400000027 |
---|---|
DIST-CO-RTE-PM | 04-SF-80-12.6/13.9 |
Award Date | 11/27/2012 |
Closeout Date | Not set |
Work Description | CONSTRUCT BRIDGE, ROADWAYS, ELECTRICAL, BUILDINGS AND REMOVE BRIDGES |
Location Description | THE CITY AND COUNTY OF SAN FRANCISCO FROM THE YERBA BUENA TUNNEL TO 1.3 KM EAST OF THE YERBA BUENA TUNNEL |
QA Service Level | 1 (Verified on 10/29/2012) |
Sample Information
Sample Taken Date | 01/18/2017 | Sample Unique Key | 11 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | Not set |
Sample type | Verification | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Carlos | Last name of sampler or witnessed by | Tongson |
Title of sampler | Telephone number of sampler | 925 250-6150 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Central Concrete | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | D101C5E1 |
---|---|---|---|
The truck number from where the sample was collected | 8176 | The batch plant ticket number from where the sample was collected | 18347799 |
Concrete batch plant | 30 | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | from mix truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2017-01-18-11
DIME Test ID: 2017-01-18-11-1
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: 2017-02-15
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: 02/15/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.95 in
Average diameter of cylinder 2: 5.96 in
Maximum load on cylinder 1: 149840 lb
Maximum load on cylinder 2: 146840 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 2
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: 27.81 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Compressive strength of cylinder 1: 5388.0 psi
Compressive strength of cylinder 2: 5263.1 psi
Compressive strength (to nearest 10 psi): 5330 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 2/15/2017 ✔