Summary for Test 2018-05-09-4-2
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 | 05/09/2018 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/09/2018 | Sample type | Control Sample |
| A brief description of the sample | Type II/IV | The quantity of what the sample constitutes | 1 Bucket |
| From where was the sample collected | Source | First name of sampler or witnessed by | Unknown |
| Last name of sampler or witnessed by | Unknown | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | CM189005 |
| Linked DIME Sample ID | 2018-04-27-6 | 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 |
| Bid Item | Not set |
Material Information
| Material Type | Cementitious | Brand | Nevada Cement |
|---|---|---|---|
| Mill | Fernley Nevada | Type of Cementitious Material | Type II/V Cement |
Test Details
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DIME Sample ID: 2018-05-09-4
DIME Test ID: 2018-05-09-4-2
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: Stephen Donnelly
Date of test: 05/16/2018
Age of specimen: 7 days
The amount of flow (In percent): 108 %
The amount of water used (In percent): 46 %
Maximum load of 1st specimen (lb): 13764 lb
Maximum load of 2nd specimen (lb): 15738 lb
Maximum load of 3rd specimen (lb): 13586 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): 3441 psi
Compressive strength of 2nd specimen (psi): 3934.5 psi
Compressive strength of 3rd specimen (psi): 3396.5 psi
Average Compressive strength (to nearest 10 psi): 3590 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/22/2019 ✔