Summary for Test 2018-07-19-3-2
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 | 07/19/2018 | 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 | 07/19/2018 |
Sample type | Annual Source Testing | A brief description of the sample | Type II/V |
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 | CM185828 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Cal Portland | 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 | Cal Portland |
---|---|---|---|
Mill | Rillito Type II V | Type of Cementitious Material | Type II/V Cement |
Test Details
DIME Sample ID: 2018-07-19-3
DIME Test ID: 2018-07-19-3-2
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: 2019-01-25
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: SD
Date of test: 08/16/2018
Age of specimen: 21 days
The amount of flow (In percent): no data
The amount of water used (In percent): 48.4 %
Maximum load of 1st specimen (lb): 14574 lb
Maximum load of 2nd specimen (lb): 14176 lb
Maximum load of 3rd specimen (lb): 15568 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): 3644 psi
Compressive strength of 2nd specimen (psi): 3544 psi
Compressive strength of 3rd specimen (psi): 3892 psi
Average Compressive strength (to nearest 10 psi): 3690 psi
General comments (publicly viewable) (Max 1000 characters): 3 Day Break -- Specimen 3 break was outside allowable range. Correct final result is 3590 PSI.
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 1/18/2019 ✔