Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 8801 DEA: AML-CEM EFIS: AML-CEM
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for Cementitious Materials for use in Concrete Authorized Material List (AML)
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2022-07-05-29
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Sample Organization Contact: (916) 227-7071
Type of Sample: Annual Source Testing
Type of Material: Cementitious
Sample Taken Date: 07/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/05/2022
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Type II Portland Cement
From where was the sample collected: Source
Laboratory sample identification: CM225266
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nevada Cement Fernley
DIME Test ID: 2022-07-05-29-2
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 09/19/2022
Date Tested: 08/18/2022
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: Specimen 3 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Age of specimen
|
3 days
|
The amount of flow
|
no data %
|
The amount of water used
|
48.5 %
|
Compressive strength of 1st specimen
|
4076 psi
|
Compressive strength of 2nd specimen
|
3966 psi
|
Compressive strength of 3rd specimen
|
3702 psi
|
Average Compressive strength (to nearest 10 psi)
|
4020 psi
|
DIME Test ID: 2022-07-05-29-3
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 09/19/2022
Date Tested: 08/22/2022
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: Specimen 3 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Age of specimen
|
7 days
|
The amount of flow
|
no data %
|
The amount of water used
|
48.5 %
|
Compressive strength of 1st specimen
|
4496 psi
|
Compressive strength of 2nd specimen
|
4691 psi
|
Compressive strength of 3rd specimen
|
4271 psi
|
Average Compressive strength (to nearest 10 psi)
|
4590 psi
|
DIME Test ID: 2022-07-05-29-4
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 09/19/2022
Date Tested: 08/23/2022
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Specific gravity
|
3.15
|
Water Content
|
242
|
The amount of flow (In percent)
|
88 %
|
The amount of water used (In percent)
|
69.14 %
|
Net Weight of Sample
|
842.9 grams
|
Air Content
|
7 %
|
DIME Test ID: 2022-07-05-29-5
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 09/19/2022
Date Tested: 08/19/2022
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Type of Water Used
|
Type IV grade reagent water
|
Initial time of setting
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145 min
|
Final time of setting
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no data
|
DIME Test ID: 2022-07-05-29-6
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 09/19/2022
Date Tested: 08/29/2022
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method Used
|
Test Method A
|
Test Time
|
104 seconds
|
Fineness
|
4048 cm^2/g
|
DIME Test ID: 2022-07-05-29-7
Test Method: ASTM C187-16: Standard Test Method for Amount of Water Required for Normal Consistency of Hydraulic Cement Paste (Water Normal Consistency)
Verified Date: 09/19/2022
Date Tested: 08/19/2022
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Mass of Water
|
170 g
|
Mass of Dry Cement
|
650 g
|
Water required for normal consistency
|
26.5 %
|