Summary for Test 2015-04-01-8-2
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 7285 DEA: 040120T4 EFIS: 0400000027 |
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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 | 04/01/2015 | 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 | 05/05/2015 |
Sample type | Verification | A brief description of the sample | Native Slurry |
The quantity of what the sample constitutes | 250cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Bhalinder | Last name of sampler or witnessed by | Pandher |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Griffin | Transportation Laboratory (TL) Number | Unknown |
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 | 16 Native Soil |
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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 | 2 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Near W10 | 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: 2015-04-01-8
DIME Test ID: 2015-04-01-8-2
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: 2015-05-13
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: 05/13/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 2.98 in
Average diameter of cylinder 2: 2.99 in
Maximum load on cylinder 1: 6182 lb
Maximum load on cylinder 2: 6470 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: 42 days
Cross sectional area of cylinder 1: 6.97 in^2
Cross sectional area of cylinder 2: 7.02 in^2
Compressive strength of cylinder 1: 886.9 psi
Compressive strength of cylinder 2: 921.7 psi
Compressive strength (to nearest 10 psi): 900 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 5/13/2015 ✔