Summary for Test 2017-01-04-4-9
Test performed: ASTM C430-8Project 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 | 01/04/2017 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 01/11/2017 |
| Sample type | Annual Source Testing | A brief description of the sample | Type 1P |
| The quantity of what the sample constitutes | 15 lbs | 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 | CM175706 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Unknown | 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 | Salt River Materials Group |
|---|---|---|---|
| Mill | Clarkdale | Type of Cementitious Material | Blended Cement |
Test Details
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DIME Sample ID: 2017-01-04-4
DIME Test ID: 2017-01-04-4-9
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Test Release Date: 2018-07-17
Test Results
Type of Material: Hydraulic Cement
Input Type: Calculated
Tester's full name: timothy omalley
Date of test: 04/07/2017
Residue from the sample retained on the No. 325 sieve (Rs): 0.02 grams
Sieve correction factor (C): 0
Corrected residue, % (Rc): 20 %
Fineness of the cement as the corrected percentage passing the 45 micrometers sieve (No. 325): 80 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/17/2018 ✔