Summary for Test 2018-02-16-5-9
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 | 02/16/2018 | Sample Unique Key | 5 |
---|---|---|---|
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 | 02/16/2018 |
Sample type | Annual Source Testing | A brief description of the sample | Slag Cement |
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 | CM185861 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Cemex | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | |
Structure name |
Material Information
Material Type | Cementitious | Brand | Cemex |
---|---|---|---|
Mill | Rizhao Shandong China | Type of Cementitious Material | Slag Cement |
Test Details
DIME Sample ID: 2018-02-16-5
DIME Test ID: 2018-02-16-5-9
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: 2018-04-17
Test Results
Will control cubes be used per ASTM C311?: yes
Input Type: Measured
Tester's full name: BL
Date of test: 03/26/2018
Age of specimen: 28 days
The amount of flow (In percent): 112 %
The amount of water used (In percent): 46.4 %
Maximum load of 1st specimen (lb): 24462 lb
Maximum load of 2nd specimen (lb): 22308 lb
Maximum load of 3rd specimen (lb): 24421 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: 4500
Compressive strength of 1st specimen (psi): 6116 psi
Compressive strength of 2nd specimen (psi): 5577 psi
Compressive strength of 3rd specimen (psi): 6105 psi
Average Compressive strength (to nearest 10 psi): 5930 psi
Strength Activity Index of Portland Cement per ASTM C311: 132
General comments (publicly viewable) (Max 1000 characters): 28 Day Break
Test was verified on 4/17/2018 ✔