Summary for Test 2018-02-21-6-1
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 | 02/21/2018 | Sample Unique Key | 6 |
---|---|---|---|
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 | 02/21/2018 |
Sample type | Control Sample | A brief description of the sample | Control for Fly Ash |
The quantity of what the sample constitutes | 6 cubes | From where was the sample collected | Other |
First name of sampler or witnessed by | Timothy | Last name of sampler or witnessed by | OMalley |
Title of sampler | TET | Telephone number of sampler | Unknown |
Laboratory sample identification | CM189002 | 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 |
Material Information
Material Type | Cementitious | Brand | Nevada |
---|---|---|---|
Mill | Fernley | Type of Cementitious Material | Type II Cement |
Test Details
DIME Sample ID: 2018-02-21-6
DIME Test ID: 2018-02-21-6-1
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: Calculated
Tester's full name: Timothy OMalley
Date of test: 02/28/2018
Age of specimen: 7 days
The amount of flow (In percent): 118 %
The amount of water used (In percent): 48.4 %
Maximum load of 1st specimen (lb): 14641 lb
Maximum load of 2nd specimen (lb): 16089 lb
Maximum load of 3rd specimen (lb): 14612 lb
Compressive strength of 1st specimen (psi): 3660 psi
Compressive strength of 2nd specimen (psi): 4022 psi
Compressive strength of 3rd specimen (psi): 3653 psi
Average Compressive strength (to nearest 10 psi): 3778 psi
General comments (publicly viewable) (Max 1000 characters): 7 day break -- Specimen 2 break was outside allowable range. Correct final result is 3660 PSI.
Test was verified on 3/22/2019 ✔