Summary for Test 2016-02-05-6-1
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 | 02/05/2016 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/04/2016 | 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 | CM165628 |
| 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 | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Cementitious | Brand | Mojave |
|---|---|---|---|
| Mill | CalPortland | Type of Cementitious Material | Type II 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: 2016-02-05-6
DIME Test ID: 2016-02-05-6-1
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: 2019-03-20
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Stephen Donnelly
Date of test: 08/18/2016
Age of specimen: 195 days
The amount of flow (In percent): 110 %
The amount of water used (In percent): 49 %
Maximum load of 1st specimen (lb): 13889 lb
Maximum load of 2nd specimen (lb): 13160 lb
Maximum load of 3rd specimen (lb): 14254 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): 3472.25 psi
Compressive strength of 2nd specimen (psi): 3290 psi
Compressive strength of 3rd specimen (psi): 3563.5 psi
Average Compressive strength (to nearest 10 psi): 3442 psi
General comments (publicly viewable) (Max 1000 characters): CM 165628 3 day break
Test was verified on 3/20/2019 ✔