Summary for Test 2019-01-03-5-3
Test performed: ASTM C109-16aProject Information
| Project Identifiers | Project ID: 8801 DEA: AML-CEM EFIS: AML-CEM |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for Cementitious Materials for use in Concrete Authorized Material List (AML) |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 01/03/2019 | 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 | 01/03/2019 |
| 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 | CM185854 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | LEHIGH | 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 | Lehigh |
|---|---|---|---|
| Mill | Japan | Type of Cementitious Material | Slag Cement |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2019-01-03-5
DIME Test ID: 2019-01-03-5-3
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Test Release Date: 2021-01-07
Test Results
Will control cubes be used per ASTM C311?: yes
Input Type: Calculated
Tester's full name: Spencer Adams
Date of test: 04/22/2019
Age of specimen: 7 days
The amount of flow : 110 %
The amount of water used : 46.8 %
Compressive strength of 1st specimen : 4150 psi
Compressive strength of 2nd specimen: 4591 psi
Compressive strength of 3rd specimen : 4157 psi
Average Compressive strength (to nearest 10 psi): 4150 psi
Average Compressive strength (to nearest 10 psi) control group: 4050 psi
Strength Activity Index of Portland Cement per ASTM C109: 102 %
General comments (publicly viewable) (Max 1000 characters): 7 day test -- Specimen 2 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109
Test was verified on 1/7/2021 ✔