Summary for Test 2019-01-14-3-2
Test performed: ASTM C109-11Project Information
| Project Identifiers | Project ID: 8801 DEA: AML-CEM EFIS: AML-CEM |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for Cementitious Materials for use in Concrete Authorized Material List (AML) |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 01/14/2019 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/14/2019 | Sample type | Annual Source Testing |
| A brief description of the sample | Sundance Fly Ash | 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 | CM195904 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | LaFarge |
| 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 | LaFarge |
|---|---|---|---|
| Mill | Sundance | Type of Cementitious Material | Class F or N Flyash |
Test Details
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DIME Sample ID: 2019-01-14-3
DIME Test ID: 2019-01-14-3-2
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: 2021-01-08
Test Results
Will control cubes be used per ASTM C311?: yes
Input Type: Measured
Tester's full name: SD
Date of test: 05/14/2019
Age of specimen: 7 days
The amount of flow (In percent): 111 %
The amount of water used (In percent): 46.8 %
Maximum load of 1st specimen (lb): 15520 lb
Maximum load of 2nd specimen (lb): 14999 lb
Maximum load of 3rd specimen (lb): 15670 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
Average Compressive strength (to nearest 10 psi) control group: 4560 psi
Compressive strength of 1st specimen (psi): 3880 psi
Compressive strength of 2nd specimen (psi): 3750 psi
Compressive strength of 3rd specimen (psi): 3918 psi
Average Compressive strength (to nearest 10 psi): 3850 psi
Strength Activity Index of Portland Cement per ASTM C311: 84
General comments (publicly viewable) (Max 1000 characters): 7 Day Break 12:10
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 1/8/2021 ✔