Summary for Test 2015-10-22-6-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 210390 DEA: 041J7604 EFIS: 0414000349 |
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DIST-CO-RTE-PM | 04-SOL-80-39.8 |
Award Date | 06/17/2015 |
Closeout Date | 12/21/2017 |
Work Description | BUILD MATERIALS STORAGE BINS WITH CANOPY. |
Location Description | SOLANO COUNTY IN DIXON AT THE DIXON MAINTENANCE STATION 8628 SPARLING LANE |
QA Service Level | 1 (Verified on 07/28/2015) |
Sample Information
Sample Taken Date | 10/22/2015 | Sample Unique Key | 6 |
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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 | 10/23/2015 |
Sample type | Quality Control | A brief description of the sample | concrete |
The quantity of what the sample constitutes | cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Gamel | Last name of sampler or witnessed by | Abushaban |
Title of sampler | TE | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | unknown | Transportation Laboratory (TL) Number | 212963 |
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 | CT072CR5 |
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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 | unknown |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | revolving truck mixer | Where the material sample would have been placed if not sampled | building footing |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-10-22-6
DIME Test ID: 2015-10-22-6-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-11-19
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MTM
Date of test: 11/19/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 139613 lb
Maximum load on cylinder 2: 140416 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
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 of cylinder 1: 4938.6 psi
Compressive strength of cylinder 2: 4967.0 psi
Compressive strength (to nearest 10 psi): 4950 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 11/19/2015 ✔