Summary for Test 2016-05-16-1-3
Test performed: ASTM C109-11Project Information
Project Identifiers | Project ID: 7285 DEA: 040120T4 EFIS: 0400000027 |
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DIST-CO-RTE-PM | 04-SF-80-12.6/13.9 |
Award Date | 11/27/2012 |
Closeout Date | Not set |
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 |
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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 | 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 |
Material Information
Material Type | Cementitious | Brand | Quickcrete |
---|---|---|---|
Mill | Unknown | Type of Cementitious Material | Type III Cement |
Test Details
DIME Sample ID: 2016-05-16-1
DIME Test ID: 2016-05-16-1-3
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: 2016-05-24
Test Results
Will control cubes be used per ASTM C311?:
Input Type: Calculated
Tester's full name: Larry McCrum
Date of test: 05/24/2016
Age of specimen: 7 days
The amount of flow (In percent): 0 %
The amount of water used (In percent): 0 %
Maximum load of 1st specimen (lb): 36831 lb
Maximum load of 2nd specimen (lb): 38002 lb
Maximum load of 3rd specimen (lb): 39318 lb
Compressive strength of 1st specimen (psi): 9208 psi
Compressive strength of 2nd specimen (psi): 9501 psi
Compressive strength of 3rd specimen (psi): 9830 psi
Average Compressive strength (to nearest 10 psi): 9510 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/24/2016 ✔