Summary for Test 2018-05-31-3-5
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 | 05/31/2018 | Sample Unique Key | 3 |
---|---|---|---|
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 | 05/31/2018 |
Sample type | Annual Source Testing | A brief description of the sample | Bridger 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 | CM185818 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Boral | 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 | Boral |
---|---|---|---|
Mill | Bridger WY | Type of Cementitious Material | Class F or N Flyash |
Test Details
DIME Sample ID: 2018-05-31-3
DIME Test ID: 2018-05-31-3-5
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: 2019-01-30
Test Results
Will control cubes be used per ASTM C311?: yes
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 07/10/2018
Age of specimen: 28 days
The amount of flow (In percent): 121 %
The amount of water used (In percent): 46 %
Maximum load of 1st specimen (lb): 16046 lb
Maximum load of 2nd specimen (lb): 18899 lb
Maximum load of 3rd specimen (lb): 17535 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: 5130 psi
Compressive strength of 1st specimen (psi): 4011.5 psi
Compressive strength of 2nd specimen (psi): 4724.75 psi
Compressive strength of 3rd specimen (psi): 4383.75 psi
Average Compressive strength (to nearest 10 psi): 4370 psi
Strength Activity Index of Portland Cement per ASTM C311: 85
General comments (publicly viewable) (Max 1000 characters): 28 Day test -- Specimen 1 break was outside allowable range. Correct final result is 4550 PSI. SAI is 89%
Test was verified on 1/23/2019 ✔