Summary for Test 2016-05-16-1-4
Test performed: ASTM C109-11Project Information
| Project Identifiers | Project ID: 7285 DEA: 040120T4 EFIS: 0400000027 |
|---|---|
| DIST-CO-RTE-PM | 04-SF-80-12.6/13.9 |
| Award Date | 11/27/2012 |
| Closeout Date | 02/12/2025 |
| Work Description | CONSTRUCT BRIDGE, ROADWAYS, ELECTRICAL, BUILDINGS AND REMOVE BRIDGES |
| Location Description | THE CITY AND COUNTY OF SAN FRANCISCO FROM THE YERBA BUENA TUNNEL TO 1.3 KM EAST OF THE YERBA BUENA TUNNEL |
| QA Service Level | 1 (Verified on 10/29/2012) |
Sample Information
| Sample Taken Date | 05/16/2016 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/13/2016 | Sample type | Verification |
| A brief description of the sample | Grout Material | The quantity of what the sample constitutes | 4 Bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Carlos |
| Last name of sampler or witnessed by | Tongson | Title of sampler | TED |
| Telephone number of sampler | 9252506150 | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Quickcrete |
| 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 | Quickcrete |
|---|---|---|---|
| Mill | Unknown | Type of Cementitious Material | Type III Cement |
Test Details
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DIME Sample ID: 2016-05-16-1
DIME Test ID: 2016-05-16-1-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Test Release Date: 2016-06-14
Test Results
Will control cubes be used per ASTM C311?:
Input Type: Calculated
Tester's full name: Mike Mullins
Date of test: 06/14/2016
Age of specimen: 28 days
The amount of flow (In percent): 0 %
The amount of water used (In percent): 100 %
Maximum load of 1st specimen (lb): 37737 lb
Maximum load of 2nd specimen (lb): 44000 lb
Maximum load of 3rd specimen (lb): 44078 lb
Compressive strength of 1st specimen (psi): 9434 psi
Compressive strength of 2nd specimen (psi): 11000 psi
Compressive strength of 3rd specimen (psi): 11020 psi
Average Compressive strength (to nearest 10 psi): 10480 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/14/2016 ✔