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: 2018-12-12-2
TL Number from the TL Form: Unknown
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: 12/12/2018
Date that the sample was received by the laboratory/organization performing the testing: 12/12/2018
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Type II Cement
From where was the sample collected: Source
Laboratory sample identification: CM185858
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pan Pacific
DIME Test ID: 2018-12-12-2-2
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 01/22/2021
Date Tested: 02/15/2019
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General Comments for this Test: 3 day test - superseded
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
3003.75 psi
|
Compressive strength of 2nd specimen (psi)
|
3290 psi
|
Compressive strength of 3rd specimen (psi)
|
3135.25 psi
|
Average Compressive strength (to nearest 10 psi)
|
3140 psi
|
DIME Test ID: 2018-12-12-2-3
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 01/22/2021
Date Tested: 02/19/2019
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General Comments for this Test: 7 Day Break - superseded
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
4144 psi
|
Compressive strength of 2nd specimen (psi)
|
4477 psi
|
Compressive strength of 3rd specimen (psi)
|
3788 psi
|
Average Compressive strength (to nearest 10 psi)
|
4140 psi
|
DIME Test ID: 2018-12-12-2-4
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 01/22/2021
Date Tested: 03/12/2019
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: 28 Day Break - superseded
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
5579 psi
|
Compressive strength of 2nd specimen (psi)
|
4597 psi
|
Compressive strength of 3rd specimen (psi)
|
5085 psi
|
Average Compressive strength (to nearest 10 psi)
|
5090 psi
|
DIME Test ID: 2018-12-12-2-5
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 01/22/2021
Date Tested: 02/19/2019
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: complies
Additional Comments When Verified:
Specific gravity
|
3.15
|
Water Content
|
240 mL
|
The amount of flow (In percent)
|
92 %
|
The amount of water used (In percent)
|
68.57 %
|
Net Weight of Sample
|
830.3 grams
|
Air Content
|
8 %
|
DIME Test ID: 2018-12-12-2-6
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 01/22/2021
Date Tested: 04/03/2019
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)
|
149 min
|
Time in minutes of first penetration less than 25mm (H)
|
150 min
|
Penetration reading at time E
|
26 mm
|
Penetration reading at time H
|
25 mm
|
Initial time of setting
|
150 min
|
Final time of setting
|
no data
|
Method Used
|
Test Method A
|
DIME Test ID: 2018-12-12-2-7
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 01/22/2021
Date Tested: 04/04/2019
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
|
89 seconds
|
Fineness
|
3798 cm^2/g
|
DIME Test ID: 2018-12-12-2-8
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: 01/22/2021
Date Tested: 08/22/2019
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
|
3666 psi
|
Compressive strength of 2nd specimen
|
3481 psi
|
Compressive strength of 3rd specimen
|
3530 psi
|
Average Compressive strength (to nearest 10 psi)
|
3560 psi
|
DIME Test ID: 2018-12-12-2-9
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: 01/22/2021
Date Tested: 08/26/2019
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
|
4336 psi
|
Compressive strength of 2nd specimen
|
4103 psi
|
Compressive strength of 3rd specimen
|
4201 psi
|
Average Compressive strength (to nearest 10 psi)
|
4210 psi
|
DIME Test ID: 2018-12-12-2-10
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: 01/22/2021
Date Tested: 09/16/2019
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
|
28 days
|
The amount of flow
|
no data %
|
The amount of water used
|
48.5 %
|
Compressive strength of 1st specimen
|
5729 psi
|
Compressive strength of 2nd specimen
|
5221 psi
|
Compressive strength of 3rd specimen
|
5452 psi
|
Average Compressive strength (to nearest 10 psi)
|
5340 psi
|