Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2018-10-16-2
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: 10/16/2018
Date that the sample was received by the laboratory/organization performing the testing: 10/16/2018
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Type II/V
From where was the sample collected: Source
Laboratory sample identification: CM185836
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mitsubishi
DIME Test ID: 2018-10-16-2-2
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/26/2019
Date Tested: 11/10/2018
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 Break -- not performed. Test machine was down.
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
0 psi
|
Compressive strength of 2nd specimen (psi)
|
0 psi
|
Compressive strength of 3rd specimen (psi)
|
0 psi
|
Average Compressive strength (to nearest 10 psi)
|
0 psi
|
DIME Test ID: 2018-10-16-2-3
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/26/2019
Date Tested: 11/14/2018
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 -- Specimen 3 break was outside allowable range. Correct final result is 3940 PSI.
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
4033 psi
|
Compressive strength of 2nd specimen (psi)
|
3850 psi
|
Compressive strength of 3rd specimen (psi)
|
4494 psi
|
Average Compressive strength (to nearest 10 psi)
|
3940 psi
|
DIME Test ID: 2018-10-16-2-4
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/26/2019
Date Tested: 02/05/2019
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
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
5562 psi
|
Compressive strength of 2nd specimen (psi)
|
5783 psi
|
Compressive strength of 3rd specimen (psi)
|
5966 psi
|
Average Compressive strength (to nearest 10 psi)
|
5770 psi
|
DIME Test ID: 2018-10-16-2-5
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 03/26/2019
Date Tested: 10/18/2018
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
|
234
|
The amount of flow (In percent)
|
81 %
|
The amount of water used (In percent)
|
66.86 %
|
Net Weight of Sample
|
841.5 grams
|
Air Content
|
7 %
|
DIME Test ID: 2018-10-16-2-6
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 03/26/2019
Date Tested: 10/25/2018
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:
Type of Water Used
|
Type IV grade reagent water
|
Time in minutes of last penetration greater than 25mm (E)
|
124 min
|
Time in minutes of first penetration less than 25mm (H)
|
125 min
|
Penetration reading at time E
|
26 mm
|
Penetration reading at time H
|
25 mm
|
Initial time of setting
|
125 min
|
Final time of setting
|
no data
|
Method Used
|
Test Method A
|
DIME Test ID: 2018-10-16-2-7
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 03/26/2019
Date Tested: 10/23/2018
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
|
101 seconds
|
Fineness
|
4046 cm^2/g
|