Summary for Test 2018-12-12-2-8
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 | 12/12/2018 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/12/2018 | Sample type | Annual Source Testing |
| A brief description of the sample | Type II 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 | CM185858 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Pan Pacific |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Cementitious | Brand | Pan Pacific |
|---|---|---|---|
| Mill | Yadong China | Type of Cementitious Material | Type II Cement |
Test Details
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DIME Sample ID: 2018-12-12-2
DIME Test ID: 2018-12-12-2-8
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: 2021-01-22
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Calculated
Tester's full name: Spencer Adams
Date of test: 08/22/2019
Age of specimen: 3 days
The amount of flow : no data
The amount of water used : 48.5 %
Compressive strength of 1st specimen : 3666 psi
Compressive strength of 2nd specimen: 3481 psi
Compressive strength of 3rd specimen : 3530 psi
Average Compressive strength (to nearest 10 psi): 3560 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/22/2021 ✔