Summary for Test 2017-12-06-5-1
Test performed: ASTM C109-11Project Information
| Project Identifiers | Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 12/06/2017 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 12/06/2017 |
| Sample type | Quality Assurance | A brief description of the sample | Type II Cement |
| The quantity of what the sample constitutes | 6 cubes | From where was the sample collected | Other |
| First name of sampler or witnessed by | Timothy | Last name of sampler or witnessed by | OMalley |
| Title of sampler | TET | Telephone number of sampler | Unknown |
| Laboratory sample identification | CM179013 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Cementitious | Brand | Nevada Cement |
|---|---|---|---|
| Mill | Fernley | Type of Cementitious Material | Type II Cement |
Test Details
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DIME Sample ID: 2017-12-06-5
DIME Test ID: 2017-12-06-5-1
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Test Release Date: 2019-03-22
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: TTO
Date of test: 12/13/2017
Age of specimen: 7 days
The amount of flow (In percent): 120 %
The amount of water used (In percent): 48.4 %
Maximum load of 1st specimen (lb): 14602 lb
Maximum load of 2nd specimen (lb): 14423 lb
Maximum load of 3rd specimen (lb): 15960 lb
Cross sectional area loaded of 1st specimen (sq. inch): 4 in^2
Cross sectional area loaded of 2nd specimen (sq. inch): 4 in^2
Cross sectional area loaded of 3rd specimen (sq. inch): 4 in^2
Compressive strength of 1st specimen (psi): 3651 psi
Compressive strength of 2nd specimen (psi): 3606 psi
Compressive strength of 3rd specimen (psi): 3990 psi
Average Compressive strength (to nearest 10 psi): 3750 psi
General comments (publicly viewable) (Max 1000 characters): 7 Day Break Control Sample -- Specimen 3 break was outside allowable range. Correct final result is 3630 PSI.
Test Graph
Source: Partner Data Point FileTest graph for Specimen 1 of 3
Source: Partner Data Point File
Test graph for Specimen 2 of 3
Source: Partner Data Point File
Test graph for Specimen 3 of 3
Test was verified on 3/22/2019 ✔