Summary for Test 2017-01-04-8-3
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 | 01/04/2017 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 01/11/2017 |
| Sample type | Annual Source Testing | A brief description of the sample | Fly Ash |
| The quantity of what the sample constitutes | 15 lbs | 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 | CM175711 | 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 | Salt River Materials Group |
|---|---|---|---|
| Mill | Four Corners | Type of Cementitious Material | Class F or N Flyash |
Test Details
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DIME Sample ID: 2017-01-04-8
DIME Test ID: 2017-01-04-8-3
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: 2018-07-17
Test Results
Will control cubes be used per ASTM C311?: yes
Input Type: Measured
Tester's full name: TTO
Date of test: 03/07/2017
Age of specimen: 28 days
The amount of flow (In percent): 110 %
The amount of water used (In percent): 47.6 %
Maximum load of 1st specimen (lb): 17868 lbf
Maximum load of 2nd specimen (lb): 16120 lbf
Maximum load of 3rd specimen (lb): 18041 lbf
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
Average Compressive strength (to nearest 10 psi) control group: 5080 psi
Compressive strength of 1st specimen (psi): 4467 psi
Compressive strength of 2nd specimen (psi): 4030 psi
Compressive strength of 3rd specimen (psi): 4510 psi
Average Compressive strength (to nearest 10 psi): 4340 psi
Strength Activity Index of Portland Cement per ASTM C311: 85
General comments (publicly viewable) (Max 1000 characters): 28 Day Break
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 7/17/2018 ✔