Summary for Test 2018-10-01-12-1
Test performed: ASTM C109-11Project Information
Project Identifiers | Project ID: 212577 DEA: 11408704 EFIS: 1112000017 |
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DIST-CO-RTE-PM | 11-SD-8-9.0/15.3 |
Award Date | 10/31/2017 |
Closeout Date | 12/09/2019 |
Work Description | SLAB REPLACEMENT, COLD PLANE, GRIND PAVEMENT AND REPLACE GUARDRAIL. |
Location Description | SAN DIEGO COUNTY FROM 0.6 MILE WEST OF LAKE MURRAY BOULEVARD OVERCROSSING IN SAN DIEGO TO JOHNSON AVENUE UNDERCROSSING IN EL CAJON |
QA Service Level | 1 (Verified on 01/19/2018) |
Sample Information
Sample Taken Date | 10/01/2018 | Sample Unique Key | 12 |
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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 | 10/01/2018 |
Sample type | Acceptance | A brief description of the sample | Rapid Setting Cement |
The quantity of what the sample constitutes | 1 Bucket | From where was the sample collected | Job Site |
First name of sampler or witnessed by | na | Last name of sampler or witnessed by | na |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | CM184801 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | CMAX | Transportation Laboratory (TL) Number | na |
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 | CMAX |
---|---|---|---|
Mill | Unknown | Type of Cementitious Material | Rapid Set Cement |
Test Details
DIME Sample ID: 2018-10-01-12
DIME Test ID: 2018-10-01-12-1
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: 2019-01-21
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: BL
Date of test: 10/18/2018
Age of specimen: 3 days
The amount of flow (In percent): 109 %
The amount of water used (In percent): 44 %
Maximum load of 1st specimen (lb): 12012 lb
Maximum load of 2nd specimen (lb): 13049 lb
Maximum load of 3rd specimen (lb): 13408 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): 3003 psi
Compressive strength of 2nd specimen (psi): 3262 psi
Compressive strength of 3rd specimen (psi): 3352 psi
Average Compressive strength (to nearest 10 psi): 3210 psi
General comments (publicly viewable) (Max 1000 characters): 3 day break
Test Graph
Source: Partner Data Point FileTest graph for Specimen 1 of 3
Source: Partner Data Point File
Test graph for Specimen 2 of 3
Source: Partner Data Point File
Test graph for Specimen 3 of 3
Test was verified on 1/14/2019 ✔