Summary for Test 2018-02-26-1-1
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 | 02/26/2018 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/26/2018 | Sample type | Control Sample |
| A brief description of the sample | Control for Slag | The quantity of what the sample constitutes | 6 cubes |
| From where was the sample collected | Other | First name of sampler or witnessed by | Ben |
| Last name of sampler or witnessed by | Lenz | Title of sampler | MREA |
| Telephone number of sampler | Unknown | Laboratory sample identification | CM189003 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Nevada Cement |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | 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: 2018-02-26-1
DIME Test ID: 2018-02-26-1-1
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: Timothy OMalley
Date of test: 03/05/2018
Age of specimen: 7 days
The amount of flow (In percent): 114 %
The amount of water used (In percent): 47.6 %
Maximum load of 1st specimen (lb): 14166 lb
Maximum load of 2nd specimen (lb): 13905 lb
Maximum load of 3rd specimen (lb): 15165 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): 3541.5 psi
Compressive strength of 2nd specimen (psi): 3476.25 psi
Compressive strength of 3rd specimen (psi): 3791.25 psi
Average Compressive strength (to nearest 10 psi): 3600 psi
General comments (publicly viewable) (Max 1000 characters): 7 Day Break -- Specimen 3 break was outside allowable range. Correct final result is 3510 PSI.
Test was verified on 3/22/2019 ✔