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: 2020-07-15-15
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: 07/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2020
The quantity of what the sample constitutes: 1 Bag
A brief description of the sample: Type II/V
From where was the sample collected: Source
Laboratory sample identification: CM205035
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CALPORTLAND
DIME Test ID: 2020-07-15-15-2
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: 06/24/2021
Date Tested: 09/04/2020
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:
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
|
4734 psi
|
Compressive strength of 2nd specimen
|
4671 psi
|
Compressive strength of 3rd specimen
|
4513 psi
|
Average Compressive strength (to nearest 10 psi)
|
4640 psi
|
DIME Test ID: 2020-07-15-15-3
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: 06/24/2021
Date Tested: 09/08/2020
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:
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
|
5419 psi
|
Compressive strength of 2nd specimen
|
5136 psi
|
Compressive strength of 3rd specimen
|
5313 psi
|
Average Compressive strength (to nearest 10 psi)
|
5290 psi
|
DIME Test ID: 2020-07-15-15-4
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: 06/24/2021
Date Tested: 09/25/2020
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:
Will control cubes be used per ASTM C311?
|
no
|
Age of specimen
|
24 days
|
The amount of flow
|
110 %
|
The amount of water used
|
48.5 %
|
Compressive strength of 1st specimen
|
6339 psi
|
Compressive strength of 2nd specimen
|
6239 psi
|
Compressive strength of 3rd specimen
|
5840 psi
|
Average Compressive strength (to nearest 10 psi)
|
6140 psi
|
DIME Test ID: 2020-07-15-15-5
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 06/24/2021
Date Tested: 08/18/2020
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
|
250
|
The amount of flow (In percent)
|
83 %
|
The amount of water used (In percent)
|
71.43 %
|
Net Weight of Sample
|
852.5 grams
|
Air Content
|
5.2 %
|
DIME Test ID: 2020-07-15-15-6
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 06/24/2021
Date Tested: 09/24/2020
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
|
Time in minutes of last penetration greater than 25mm (E)
|
90 min
|
Time in minutes of first penetration less than 25mm (H)
|
120 min
|
Penetration reading at time E
|
40 mm
|
Penetration reading at time H
|
4 mm
|
Initial time of setting
|
103 min
|
Final time of setting
|
no data
|
Method Used
|
Test Method A
|
DIME Test ID: 2020-07-15-15-7
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 06/24/2021
Date Tested: 07/31/2020
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
|
215 seconds
|
Fineness
|
5911 cm^2/g
|